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DATE BY REVISION DESCRIPTION DESIGNED BY: ISSUE DATE: RJD Pacific Land Design PROPOSED OFFICE MAX DRAWN BY: 3/5/99 Planning rr®a.vurq,e,oady rerts r RA PROJECT NO 97093rd AVE NE,5URE203 RENTON CENTER NEIGHBORHOOD DETAIL MAP PC-0 CHECKED 8Y: Seattle,WA 9 8115-2 02 7 JtG 996411 (206)522-9510 TAX:(206)522-8344 RENTON,WA Concept Site Plan 9� 4. _ �I R,n Ate.^--- r L _ - - - _ _ // AL'S AUTO - __-R -'^✓E• SOS - - - - - . SUPPLY m '• �'^'^�' - _ - awl _ u iP, i .-....... .,. --....._ • VO V� .we� l_ I _ 'm< U9.BANK - - __ +J m 4=� f7 �tY ' 7I, •1 0) O HOTOFOYCL- �±� � 8••1 I l© .., ''�. JACK IN THE BOX II.ORKS , l• VAC45 -:---- ,.;t /jam _I I' , ifiJ:tij j11-- I I' --- •' , II '��I PARCEL A ARCEL B 19,977 SF41 PARCEL . — —I:1- ..,_______. =—::.....MIMMIRDs------.1:MMI''.--_ CO i. `_ Architect Z ° / a0 i �i E i i o w ;.1,; 3 E. Ve Z- ' NORTH IMIlJ L54%SN II01111 If Cwj iL- Cahan Properties �i p IlL _'R4TERSHOp ° [zu17 e J d@tRITEtTS.Z.S. �Oa RENTON, WASHINGTON scale:^=col Po' b-° ""°°"'''°'°' F:\WA\RENTDN\CAHAN\RNCA26M1A°9 • z n O a U N AL Q°a O O FRAME AND CRAiE N Dp RNSR) W/FLANGE ® 0_ r cc cow \/ DOWN OR CAST INTO N RISER) NOTE NOTE MATERIAL THICKNESS IS COMPACTED DEPTH a 52 SUITABLE ON-97E SOBS APPLIES TO ALL SCIONS FREE OF DELETERIOUS MATERIALS ((MEASUREMENT AT THE .4 CO"? . In n PRECAST BASE SECTION MAY BE USED FOR SUBBASE PROVIDED d�� °• SOILS MEET REQUIREMENTS W A kip TOP OF THE BASE �� PROJECT SPECIRCA7IONS ) 1-/3 BAR imp Z Z CLASS'B'ASPHALT CONCRETE 16 114 WEARING COURSE 6•RISER SECION • s s n (WSOOT STD SPEC 5-04.2) o _ w°.o oc4e A a .°S'ueI. P'ue le CRUSHED SURFACING TYPICAL KNOCKOUT W/ ` TOP COURSE EA BAR 2•MIN WALL THICKNESS ® t 38. (WS)CT STD SPEC 9-039(3) EA.CORNER ° .p COMPACTED SUBCRADE i 41 % STANDARD DUTY PAVEMENT 0 #3 BAR w� \ 'Sor ° ¢ HIS O _ �� �� \ ; /3 BAR 2-/3 BAR HOOP •' Cy o EA WAY PROVIDE 18•MINIMUM DEPTH COMPACTED 12'RISER SECTION •B)) GRAVEL BACKFILL FOR PILE BLOOMS O y'fgi, BELOW CATCH BASINS C<Z TYPE I CATCH NBASINDETAIL O E as N 0 u $ y SEE- ro a g PAVEMENT SECTIONS ® a SLOPE TRENCH II I I- III LANDSCAPE NOTES SIDES PER DSIA�_ I I SELECT ALL 1— REQUIREMENTS IIE El 1. DSCAPE TO BE DETECTABLE MARKING III- I 1 REMOVED EXISTING NEW NLANDSCAPE TO TAPE 12'TO 18• Q. El BE PLANTED AS SHOWN ON PLAN. BELOW FINISHED — ,111 GRADE III,-1 1-1 1 1 2. PLANT MATERIAL 2-JUNIPERUS CHINENSIS•COLUMNARIS'/ CHINESE BLUE COLUMN JUNIPER, 5-6 FT. X z NI 9-PINUS MUCH MUGO/MUGIO PINE, 3 GAL cQ PIPE BEDDING 2-4'GALES 3. PLANT MATERIALS SHALL MEET AAN STANDARDS C CC O J �j CTIfE IRON WATER PIPE 6'HIGH GATES \ /' GATE STOP SET (ANS 2601-1986) AND WASHINGTON STATE W Q IN CONCRETE STANDARDS FOR NURERY STOCK ORDER N0.1627. ALL / Z -„m s PAVEMENT FOR OPEN PLANT MATERIAL SHALL HAVE SUFFICIENT ROOT \l 5.c \ / 5, AND CLOSED POSTON DEVELOPMENT TO ASSURE SURVIVAL AND HEALTHY IL _ ❑ SELECT FILL'MATERIAL SHALL BE FREE COMPACTED NATIVE MATERIAL PIPE BEDDING MATERIAL SHALL BE PER 1/ I GROWTH. / C) cn OF LARGE ROCKS(3'4)AND SHALL BE MAMMUM WIDTH • WSTOT STD.SPEC.9-03.15 AND SHALL BE 4. SCARIFY SOIL TO A DEPTH OF 18•AT EACH V PLACED IN 8'MAX LOOSE LIFTS AND =GREATER OF 30• SHAPED TO THE BOTTOM OF THE PIPE PLANING BED. PROVIDE 4•TOPSOIL FINISH GRADE 0 Q O COMPACTED TO 90%OF MAK DENSITY CR I.5 D 4 18• SHALL BE 2•BELOW TOP OF CURB. ❑Z W (ASTM D1557) NOTE COMPACCTTON SHALL BE REQUIRED CAL W O 71 PER MODIFIED PROCTOR TESTZ FCC ALL TRENCHES 5 PROVIDE MIN.2•MULCH IN PLANING BEDS. MATCH CID H Z J TYPICAL TRENCH m TYPE OF MULCH IN EASING LANDSCAPING. O W O W 6'HIGH CPU WALL 6. STAKE TREES WITH MIN.2 STAKES. AND BEDDING DETAILS OCC z NTS 3 7. CONNECT TO EKISING IRRIGATION SYSTEM. O W (n PROVIDE LANDSCAPE AS REWIRED FOR FULL COVERAGE Cr C - AT EACH LANDSCAPE ISLAND. EL • NOTE REFER TO SHEET C-2 FOR GRADING ELEVATORS. S RECYCLABLE MATERIALS / WASTE STORAGE 0 • • C-3 /0;°'1*- i! 1-1.--.P-ill'il-r—.41. -/‘ . Aliiiii 1.1111' _ 1 ' j" x. ., .-4:......N . . lagglaligille s'll ZI I I I I] \ / 1 Ntly 1 • / 4 ' 1 I ' j U lqi/i/u '' l , _ • 111 GS/ Irs, 0 ITTI -Ai / Q L IIII IIII , 1 / 1 / GI, , (1Vlszl* 0 IU ' / 49 as_ I i1 I� 110 I Cl 1.• Il - Olt 1 1 10 h. MY/ / . ..,. ,____ I ,. . , , s.- ° I I I I I I I I ! , , 191 ���t IIHIHll�lll!lI11 •,��� I Y h -� o I 1 ��_ _ - SO = i it 0 H y / I S I— o 1,14f' t11' VD % rPR.OL: � = �. UM ,Lill:A. 1*SD I ll.., My.rm C1,/ n . m I • y1llLy11 i/ / . 1 4/1,71_,th,,,,, ,,, 891. ; '......,ii,...,17::.',...,..,:: 7::.: imHal. - : irVrii:,/1.27., EEM lir. ciil : ' \ 545.67' 1.I 4.76' I JACK IN 7HE BOX r rni ARCEli 1 ' : 4--1------ °Z - ,Y¢--.h �� 1 III I ` I I I 1 ■ ---- ___Ems I . - FI r i r _ �\'_ 1! IY \ ' s 111/a a' L� Es aI I s 1 11 Is M m �\ 11 s 4 ��& g !1 I— e @ 7C s ., 0 D � R�44N0 I7 g 0 L: I 0 > r- . 1 ste g 0 . �-2 0 222g°a"I o0g'D- ,tea n ga O z a ^ a g ee ° ' m iC-- �a as xe „ D os D z 0 m PROPOSED OFFICE MAX DESIGNED BY: REVISIONS RJD RENTON CENTER .: Pacific Land Design wx\ CMDR/ND NO. DATE BY DESCRIPTION a 1 RENTON, WASHINGTON 97093rdAVE NE,SUIT E203 8C DOD y Seattle,WA 98115-2027 • ISSUE DATE: ]/1/99 C I (TOd)522-9510 F.IX.•(106)5T2-B344 ,. 1 PROJECT NO. 4 SITE PLAN MST ,.n,. `.- 996411 5/11/99 SIZE PUN RENEW • • F\WA\RENTON\CAHAN\RNCAI3GLE, (4' I 1 , NOTES I I �_ ,, ' ., I. /CWIRACTOR SHALL REFER TO ARLMIIECNRAL PLANSI - '-':' r, } .• .. U a FOR EKAMI LOCATION AND DIMENSIONS OFI SLOPED IjIIIIIIi.! ��}, - 31 �(PANNGE6TPOERAMPSANDTRUCKD ____- ' 'ti: _ __ / j i___._.. IP N PREtlSE BJRDING DWFN9ON5 AND EXACII BUILDING. �j ` - ,_=`; "/ _ j j u ZO UTT:tt NTRANCE LOCATIONS I .7''`-.y r 1 _=_ .% 1 -- - _ � m/ 2 TOIBWNOARY SURVEY FOR LEGALSCRPTI ��-r ~-. 'F' " _l` OINEN OF PROPERTY LINES BASIS 11F BEARINGS AND q �•.~ F%•:��"�"'8. d Is', / 1` / BENCHNppK INFORMATION. SEE SNEETCrS-1. �_ r •- ' f W r J. All PAVEG PARKING LOT AREAS MITiW 1HE UWTS,bF II7/47-V,- :- �u' %'//% I i "' '�� IMPRO EN75 SHALL BE STANDARD W T!PAVEMENT j - I ,, \ UNLESS SHOWN OT/ERWIff. a - _ '-- \ / 4. SEE sNEE!C-1 FOR SITE DIMENSIONS i i — °--->---I.1;N'.M 7 i d/ I • I Imo '\ / 5 , STORM DI�WACE PIPE MTi LESS DIAN 0-COVER ��,r"�� i j' I s C� I I -....:m \`/ \\I SHALL BE CUSS IV REINFORCED CWCRBTE PIPE,OR I VICINITY MAP -_-J a.J 4 l APPROVED EQUAL i0 SUSTAIN H-20 LOADING. - o _- © R P. /\ 6. I•'(JJCH BARN MIST PROTECT W SHALL BE USED F J - y IJI �i \ I ,�u NEW INLETS. I SCALE:1'=250' 1 o I I SW',5TH P� I -. �I \ / \ 7. RFF}]�T01 THE FOLLOWING SCHEDULE FOk DETAIL • m z 1 1. _ I _ \ 45.41' \�I -,,,.ram --_ 1 I--; e 55819'06'W __1H�E;CATCN BASIN© li=^ —_-_ —_�— --I - - - _ - _ __ _ •• ( •—. ::I*..- i5, 'ul �ll' I` \IF"•'/ 11 =� ui- ti� I�� I�i-'f�7 '� �_...Ii�,yrxT Q`_ --- -- -- •Y.'S f {L � I 1'� dR Am 6 13 I I t i � C 1,•' , 7NE BE9QNOP-BF-ASP Tt7tADE,1UNU: 71iERMiSE - '� D St C r I p.jg�, L s0 L'---�s0 TE SPDTg .11;,I (q TSo —___ j-i-"_- - __ -- -- _' - - - ----------r / D Ii L \ SPEWED. I __.,y z s,.___-- -_,—__ _c .�.,:5 _ e - pW6^a 1 O '�may -ll, I I -_J ;, % -, ,-I�� y^WN y II 1 „ I I: I!i'� _—_I, —h——_1--- ' EXK(RIM=2J.o2 I ( .z3=° IT C.y \ i-_-! y'y.�t'I IIE NY OUT=1262 \ -r' ..I-,AIWPERUE COLUMN L'COERL,L S"EIN=140 '.� MATCH TO 11 /l'-;Ia z L-,;, r.CFjMgESE BLUE COLUMN JUNIPFRp=_ C aL I 11 E I / 1 NM,G GRADE I✓ _ __ 1 •�' IO < ,I 1 \ '�1�' Iola�_, ; ♦\ \\ FOOTING GO. _'_.\'I.C,r'I�i•�, ,''�.l::i_Uii�ri :I i ���U!!7 E30 _(B -Yj in,I 3.95 .zzs` 4Ø2 = SL l'� CWT2ATg2 TO ' 1METER\ \ COORDINTE CA$�. ) z\ I AND WADER TO8 FlRE....... \ I� '�oIX BUILDING- ID t!!_ .. \- c I^ PIPE i _ _ l../kf!rr�i!!!!///UV,r!1,..d�� _ -+�v S 5'25.46'W 4 1-1/4'DONESNC II /i I, 1i t �1 _c .�'/10 /��/,� /I/I�!ilal�.•i lrYl��yv � •\\�"�'' "Lt.__'' ' aim L- o_ i I 'Y " I ,s\` .tisG ,'^� , 'I_I- , I-,,,, ,. I Lii _,_; ___i , I 11 ,, Q i I o - '% III.\� \ 198'• `J i /�// if''/Wel n'.�}� \ \{\ \ tl pI<f/1D..�, •G__ ..r X1 3 ) ^a�I \ \ MATCH AIN. RELOCATE -�\ l '!A-�� Ali ::: r-i cZ 4ZI �i / II, ,,\ rt..n .;A / � �•,C\`• -- ----------- Z> ��1�1,4 � ;p ! i `-; GoJ/ ',IA Ii ABANDON PROPOSED i I a J `i i t W W 0 I i I C)' 1 \ / / CE MAX ' us Nu6o uuco i v II �� , I � AeANoau�� 5 J u - 1 J L f. 0 I FINE: 11 LLLL Z Z Q j SS C.O. 16 AOJAcwr s c uRE) i m 1j =_ IL 111,lA !� RIM= 116 IE=19.0 \ \\ \ I`/ E N =10.r6158 {A SS S. I // I io:I tea !.,..._:1 J!I' �) O Q -i E _jU:6�' S2R / \ )\ / � II REMOVE ��y��S��-•�\'I� I Q Z `` _ SD • SLAT:Oti G , CONCRETE PWi y.,/ \\\ Y J\ l LANDSCAPE I O /i`. Iv 91 DS6 z<1 PER ARCHITECNRAL 1'I.ANS` ABANDONED. \/ \ / �• I I 11 i ')I W Z W I +� `�=1'4533' N �i///,,,��1ll v9 125a UTUTES� '\/ �` / II 4-ANDS�IIC(,YU�O iIi i i ICi)Z O / 1, CB'WE I I 4ii r v�� 3s \ Q ' 'R;1509.10 RIM=2J.4 , .iiii. ///A.//��i �l'�►1� ',RID/o. .n. .zzso \ \ z MUCH°PIN I 1. l', 1 W H Z �� 741 rL.I��."y L=46 35 E=187 ��i//7W// �� %\\\\ RELOCATE // ^ \ \' �/ 1 ! / w`I H S 59'25'46" _ _ _ \ 1 • CC cc W 0 `-, 08 TYPED / I I � I 1 I IP xx.ao RN=20.6 MATCH TO GRADE / / i I i I I -I Qm _ a , E=108 / LSE 'I 1 •'•ir; UNITS aF Cans ON RW C.O.=ASS .5558 /,''' i'� Y\ 3 1 I (J './ I - �• SAWWT,REMOVE,AND REPLACE _��' / \ EK BE AG SMEN{f j I i�. --'- __- I 1 WITH NEW ASPHALT.MATCH ® / `\ TO BE REIEA•AI CAI- l q I ',I.� i I-- NQ I II fA \' ------------- GRAPHIC SCALE EX GRADE ,A / ____- µDING FOOT'RINT�I i1a�,v�" 'I I I'I I'. 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I ' I 1 1 / III ' I ' II , I I II 1I II ! 11 1 I , I III 1 I I 11i II . I • I ; II 1 -� 1 - I , I ' 1I II , ' I ! )I II - -<N' I ;- - - II I . 11 1 I IIIi . II it l 1' I I , 11 11 ll ' III I , Ii II I ! 1 , ! ! I I , ;- , r !I II r 1 , it 'I II , II II ; I I ' - _Ji I'- - J '� -- I I I %• CITY OF RENTON I Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 28, 1999 Ms. Rhonda Dehler Pacific Land Design • 9709 Third Avenue NE,#203 • Seattle,WA 98115-2027 SUBJECT: Office Max at Renton Center LUA-99-081,SA-A Dear Ms.Dehler, This letter is to inform you that the appeal period has ended for the above-referenced project. No appeals were filed. This decision is final and application for the appropriately required permits may proceed. The applicant • must comply with all Site Plan Conditions of Approval. If you have-any questions, please feel free to contact me at (425) 430-7270. /(A4v Lesley Nishihira Project Manager cc: Roundup Company FINAL 1055 South Grady Way-Renton, Washington 98055 . _ CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAtLING On the 2.(V6 day of du.s.4-k- , 1999, I deposited in the mails of the United. States, a sealed envelope containing Re.90A ToAd Oects documents. This information was sent to: Name Representing RusayoAct S VJ.e Rousta_up Co. r• R1m am. 0 4A tev-- pact Lainti Dec in (Signature of Sender) SW/vita. k S'eiorer.STATE OF OF WASHINGTON ) SS COUNTY OF KING I certify that I know or have satisfactory evidence that 71 - signed this instrument and acknowledged it to be his/her/their free and voluntary act fo e uses and purposes mentioned in the instrument. Ai MARILY14JKA1HEFF Notary Public iVand for the State of Was if 0.ten NOTARY PUBLIC • STATE OF WASHINGTON Notary (Print) mArtiLYN KAMCHEFF COMMISSION EXPIRES My appointment wtonturmENT EXPIRES:6-2903 JUNE n, 2003 Project Name: Of6ce, OADA p Rev.ip\ Cev..ke_r Project Number: Lupv _ 9 Ogl I SA- '" NOTARY.DOC 4 :: r REPORT City of Renton • & Department of Planning/Building/Public Works DECISION ADMINISTRATIVE LAND USE ACTION DECISION DATE: June 28, 1999 Project Name: Office Max at Renton Center Applicant: Pacific Land Design ' Owner: Roundup Company File Number: LUA-99-081, SA-A Project Manager. Lesley Nishihira Project Description: The applicant, Pacific Land Design, is proposing to construct an Office Max retail store in the Renton Shopping Center. The 23,528 square foot building will be located on its own parcel near the southwest corner of the center and will utilize the existing infrastructure. Included with the proposal is the establishment of utility connections to serve the building, the revision of existing landscaping in the front of the building, and the relocation of parking in the rear of the building. The project requires Administrative Site Plan Approval. The scope of the project was included in the SEPA Environmental Review conducted for the Fred Meyer/Renton Center Expansion (Project No. LUA-93-151, SA-H, ECF)which was issued a Determination of Non- Significance—Mitigated March 30, 1994. Project Location: 485 Renton Center Way SW Exist. Bldg. Area SF: N/A - Proposed New Bldg. Area SF: 23,528 sf Site Area: :80,500 sf - Total Building.Area SF: • 23, 528sf , _ <: P r ; a,, ...., - .' I pi ——� '�• ''.,1 � is Kl��p � ji,,i i .01 '` i•; ...,� .�.� i. '► .- 8 ` ,:.� isilil ,b .. : ...,.L,,v:".. , 1411 '444.7.7 -4-RIMIP____ IL, 'Rig'L'alillirL w-iiii • •iy, , 9a //�,Wirt' J. \.�N ,iVI§ i Idl ti�j • til i F�al it i ,�K.. I1. • ,Y`'+. s 9yo may. /d;r r L- `vfd�, 5. I u -€- �' � >a 0��•r [A3'l�►p � .._„�i .°'-. ]Y i 1.7 ,MRr Lc 8�},-n itli '�7; u I k c ;J'; O Fiii r, c ,a ®9 in-.c:SN .. .,, \\----am* N- t� � - i t %11 ; s a o eLt: 1 ,.:. le, .. e � v.,:- . . ‘w....) , :, Ei..T. ni- ,;.1. ffir ,�0)+.,.•��,fir:* .`%C�1.N" ..r :'W�.``%"':y?°�,psi:1', -00 -_ _ -- '`Q S >r*r` `� - A.``, -— _--='.�� -s__-'_`fig •,1:E-- ;1 .alem,. off " ,si .►� .V. ' l',="Is o 1 . ,,9 ilk!.� Project Location Map - SARPT " City of Renton P/BJPW Department Admini ve Site Plan Approval Staff Report OFFICE MAX AT RENTON CENTER LUA-99-081,SA-A • REPORT AND DECISION OF JUNE 28, 1999 Page 2 of 8 PART ONE: PROJECT DESCRIPTION/BACKGROUND Pacific Land Design, on behalf of the Roundup Company, is requesting Administrative Site Plan Approval for the construction of a 23,528 square foot Office Max retail store in the Renton Shopping Center. The Renton Center, comprised of seven individual parcels, is currently developed with a Fred Meyer Store and other retail and service establishments totaling approximately 227,604 square feet in building area. The proposed Office Max building will be located near the southwest corner of the center on Parcel C (80,500 square feet) located adjacent to the existing liquor store/retail building. The proposal includes the addition of 8 parking stalls in the front of the building and the relocation of 18 parking stalls in the rear. In addition, the elimination of two landscape islands will be necessary in order to accommodate the building's entrance and additional parking. New landscape areas are proposed on both sides on the new parking area at the building's entrance. The proposed building will be required to establish connections to the water, sanitary sewer, storm drainage and water quality treatment facilities already existing on the property. Approximately 95% of the site is currently covered with impervious surfaces and the proposal will not increase this amount. The scope of the project was included in the SEPA Environmental Review conducted for the Fred Meyer/Renton Center Expansion (Project No. LUA-93-151, SA-H, ECF) which was issued a Determination of Non-Significance—Mitigated March 30, 1994. The mitigation required under the previous application is applicable to the current development proposal. Copies of the Threshold Determination and Mitigation Measures are attached. PART TWO: ADMINISTRATIVE LAND USE ACTION - REPORT& DECISION A. Type of Land Use Action XX Site Plan Review Shoreline Substantial Development Permit Conditional Use Binding Site Plan Special Permit for Grade&.Fill Administrative Code Determination B. Exhibits The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing: application, proof of posting and publication, environmental review and other documentation pertinent to this request. Exhibit No. 2: Drawing No. 1, Site Plan (Received May 24, 1999). Exhibit No. 3: Drawing No. 2, Building Floor Plan (Received May 24, 1999). Exhibit No. 4: Drawing No. 3, Building Elevation (Received May 24, 1999). Exhibit No. 5: Drawing No. 4, Grading, Drainage, Utilities, and Landscape Plan (Received May 24, 1999). SARPT City of Renton P/B/PW Department Administrative Site Plan Approval Staff Report OFFICE MAX AT RENTON CENTER LUA-99-081,SA-A REPORT AND DECISION OF JUNE 28, 1999 Page 3 of 8 C. Consistency with Site Plan Criteria In reviewing the proposal with respect to the Site Plan Approval Criteria set forth in Section 4-31- 33(D) of the Site Plan Ordinance, the following issues have been identified by City Departmental Reviewers and Divisional Reviewers: 1. Conformance with the comprehensive plan, its elements and policies; The subject site is designated as Employment Area - Commercial (EAC) on the City's Comprehensive Plan Land Use Map. The EAC is intended for commercial uses requiring large amounts of land and/or high visibility and access to large volumes of automobile traffic. The proposed use of the site as an Office Max retail store can be considered an appropriate use under this designation. The proposal is consistent with the following EAC policies: Policy LU-170. Individual development projects should be encouraged to: a) minimize curb cuts and share access points, b) provide for internal circulation among adjacent parcels, c) share parking facilities, d) centralize signing, e) create a unified style of development, and 0 provide landscaping and streetscaping to soften visual impacts. The proposal is located within an existing, fully developed shopping center and will utilize existing parking areas and internal circulation patterns. The building will be designed to be compatible with existing buildings as well as comply with established CC & Rs for the property. Policy LU-176. Increased demand for commercial uses should be accommodated through redevelopment and intensification of Employment Area — Commercial designations rather than expansion of those areas. The proposal can be considered infill development which will intensify the use of the existing shopping center without requiring an expansion the EAC designation elsewhere. 2. Conformance with existing land use regulations; The subject site is zoned Commercial Arterial (CA). The proposed use of the site as an office supply retail store is considered a primary permitted use in the zone. The property surrounding the site consists of several parcels, some of which are developed with the existing shopping center and associated parking areas. The proposed development is located entirely within its own parcel and must individually satisfy the applicable development standards of the CA zone. The satisfaction of these requirements is discussed below. Lot Coverage — The maximum lot coverage allowed by buildings in the CA zone is 65%. The proposal for a 23,528 square foot building located on a 80,500 square foot parcel arrives at a building lot coverage of 29% -well below the maximum permitted. Setbacks —The CA zone requires a 10 foot front yard setback from street frontages and no rear or side yard setbacks, unless abutting a residentially zoned property in which case the setback is 15 feet. The subject parcel has frontage on Hardie Avenue along the southwest property line. This side of the site is also adjacent to a residentially zoned parcel. The proposed building will be setback from this property line a distance of 202 feet. The building will also maintain a 301 foot setback from the northeast property line and will have no setbacks from the side property lines. All proposed setbacks comply with the CA requirements. Landscaping—The zone requires a 10 foot landscape strip along streets. The site's frontage on Hardie Avenue is currently landscaped for a width of 10 feet and no modifications to this area are proposed. There are existing landscape islands in the parking areas and no modifications are proposed to these areas. Approximately 617 square feet of landscaping will be revised in order to construct the entrance to the building and an additional parking area. The proposal will create additional landscaping on the sides of the new parking area. SARPT City of Renton P/B/PW Department Admini; re Site Plan Approval Staff Report OFFICE MAX AT RENTON CENTER LUA-99-081,SA-A REPORT AND DECISION OF JUNE 28, 1999 Page 4 of 8 Building Height —The maximum height permitted in the CA zone is 50 feet. According to the elevation plans submitted with the application, the building has a proposed height of 22 feet with a front facade canopy of 27 feet. The proposal is also within the height limitations for properties adjacent to residential uses. Pedestrian Access — The site currently contains a striped pedestrian walkway connecting the sidewalk along the storefronts to Hardie Avenue. However, the proposed building will be constructed over the majority of the walkway, essentially eliminating the pedestrian connection. The site plan will need to be revised to create a pedestrian connection from the storefront sidewalk to the sidewalk on Hardie Avenue SW. In addition, the stripes denoting the existing walkway will need to be eliminated in order to avoid future confusion. This revision to the site plan will be required prior to the issuance of building permits. Parking—The parking regulations require a minimum of 4 to a maximum of 5 parking spaces per 1,000 square feet of retail use. Therefore, a range from 94 to 117 parking spaces is necessary. The site currently has 105 existing parking stalls (18 spaces in the rear of the building will be revised) and the proposal will add 8 new spaces in front of the building's entrance—for a total of 113 spaces provided on-site. The compact and standard stall dimensions, as well as back out distances and drive aisles, satisfy code requirements. The project is also required to provide 5 ADA accessible stalls based on the total number of parking spaces provided on-site. The proposal only indicates 2 stalls as ADA accessible. Prior to the issuance of building permits, the site plan will also need to be revised to accommodate 3 additional ADA accessible stalls pursuant to RMC section 4-4-080F8e. 3. Mitigation of impacts to surrounding properties and uses; Currently, the subject site if fully developed with an existing shopping center, including associated parking areas and improvements. The proposal will not change the current character or significantly increase the use of the center beyond what was evaluated under the previous SEPA Environmental Review for the Fred Meyer development. Therefore, impacts to surrounding properties and uses will be minimal considering the current use of the property. There are potential short term impacts (e.g., noise) which would result from the initial construction of the project to adjacent businesses and nearby residents. These impacts will be mitigated by the applicant's construction mitigation plan which indicates the limitation of hours to 7:00 AM through 4:30 PM. 4. Mitigation of impacts of the proposed site plan to the site; The proposed building pad is located above an abandoned 15 foot wide utility easement granted to the City of Renton. Although the easement is no longer used, it was never formally released. As a condition of approval, the property owner will be required to initiate and complete the release of the easement. The Release of Easement process will need to be completed and recorded prior to the final occupancy of the building. The City's Police Department has recommended that the building site be fenced during construction and that safety measures be incorporated into the design of the building to further reduce potential crime and safety impacts. Please refer to the Advisory Notes at the end of this report for more detailed information. The proposal will involve extensive grading for the building's construction as well as require approximately 100 cubic yards of fill to be imported for the construction of the building's sub- base. The applicant's construction mitigation plan includes the sprinkling of water on the site in order to minimize dust impacts associated with the required earthwork. All construction activities will be required to utilize best management practices and as conditions of approval, the applicant will be required to install and maintain temporary erosion control measures and give weekly reports on the status and condition of the erosion control plan. SARPT City of Renton P/B/PW Department Admini; ✓e Site Plan Approval Staff Report OFFICE MAX AT RENTON CENTER LUA-99-081,SA-A REPORT AND DECISION OF JUNE 28, 1999 Page 5 of 8 In addition, the subject site is located in an area which was historically inhabited by the Duwamish Indians. Archaeological surveys of properties in the immediate vicinity have resulted in findings of archaeological significance. For the Fred Meyer/Renton Center development project(LUA-93-151, SA-H, ECF), the City required the applicant to submit a Cultural Resources Assessment for the site and required as a SEPA mitigation measure that the applicant undertake selected testing for intact archaeological deposits. The mitigation measure further recommends that testing of foundations be conducted for Phase III, also known as the development of Parcel C, and will be required for the development of the proposed Office Max retail building. Specifically, the testing shall be accomplished through test boring or through trench excavation in conjunction with excavation for structural foundations and must be conducted in the presence of a professional archaeologist. If intact deposits are identified, either as a result of testing or during new construction, then the applicant shall: a) immediately notify the City and the State Office of Archaeology and History concerning the findings; and b) provide plans for reporting and preservation and/or recovery of such findings, consistent with State regulations (WAC 25-48, RCW 2744 (Indian Graves and Record) and RCW 2753 (Archaeological Sites and Records). The applicant's compliance with this requirement will mitigate potential impacts to the site from the proposal. 5. Conservation of area-wide property values; The proposal would allow for the development of a retail establishment that would provide goods and services to area residents and businesses currently not available in the vicinity. The development is anticipated to conserve property values in the vicinity. 6. Safety and efficiency of vehicle and pedestrian circulation; There are no changes proposed to the established vehicle circulation patterns for the site. The proposal will modify the layout of 18 parking stalls located to the rear of the building as well as add 8 new stalls near the entrance. The proposed revisions, and the existing parking areas, provide adequate backout distances and drive aisles. The project includes 2 loading doors on the north side of the building. Although adequate backout distances are provided (100 feet on the property), the existing pedestrian connection is located in this backout area. As previously discussed, the proposal will be required to create a new pedestrian access connection along the south side of the building connecting the storefront sidewalk to the sidewalk along Hardie Avenue SW. 7. Provision of adequate light and air; The proposed building is designed appropriately to allow adequate light and air circulation to the building and the site. 8. Mitigation of noise, odors and other harmful or unhealthy conditions; The proposal is not expected to create any harmful or unhealthy conditions. Noise, dust, and odors, which may result from the temporary construction on the site, will be mitigated by the applicant's construction mitigation plan. The proposal may result in noise impacts to the residential properties to the west from large truck deliveries to the site. The loading dock doors are located approximately 175 feet north of the west property line and are oriented towards the north. The doors will be below grade and shielded by a truck well/retaining wall. The design of the loading area, in addition to the restriction of delivery hours to 7 AM to 5 PM imposed by the Hearing Examiner for the development of the Fred Meyer/Renton Center Project (LUA-93-151); will adequately mitigate noise impacts to surrounding properties. 9. Availability of public services and facilities to accommodate the proposed use;and Utilities and roads adequately serve the subject site. The proposed addition will not require the extension of services or further improvements. SARPT City of Renton P/B/PW Department Administrative Site Plan Approval Staff Report OFFICE MAX AT RENTON CENTER LUA-99-081,SA-A REPORT AND DECISION OF JUNE 28, 1999 Page 6 of 8 As a result of the Environmental Review conducted for the Fred Meyer/Renton Center(Project No. LUA-93-151, SA-H, ECF), a Transportation Mitigation Fee was imposed in order to address regional transportation impacts. Because impacts to regional transportation would first occur with the development of Phase Ill (also known as Parcel C), it was recommended that the mitigation fee be payable at the time permits were issued for that phase of the development. Therefore, the applicant will be required to pay the Transportation Mitigation Fee based on $75 per net new average daily trip associated with the project. For the proposed development the fee is estimated at$26,508 (353.44 daily trips x$75 = $26,508) and is payable prior to the issuance of building or construction permits. 10.Prevention of neighborhood deterioration and blight. No deterioration or blight is expected to occur as a result of the proposal. XX Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. D. Findings, Conclusions & Decision Having reviewed the written record in the matter, the City now enters the following: 1) Request: The Applicant has requested Administrative Site Plan Approval for the Office Max at Renton Center, Project No. LUA-99-081, SA-A. 2) Environmental Review: Environmental Review was previously completed for this site under Project No. LUA-93-151, SA-H, ECF. The mitigation measures imposed on this project are still required. The applicant's file containing the application, State Environmental Policy Act (SEPA) documentation, the comments from various City departments, the public notices requesting citizen comment, and other pertinent documents was entered as Exhibit No. 1. 3) Site Plan Review: The applicant's site plan application complies with the requirements for information for site plan review. The applicant's site plan and other project drawings are entered as Exhibits No. 2 through 5. 4) Comprehensive Plan: The subject proposal is consistent with the Comprehensive Plan designation of Employment Area—Commercial. 5) Zoning: The Site Plan as presented, complies with the zoning requirements and development standards of the Commercial Arterial zoning designation. 6) Existing Land Use: Land uses surrounding the subject site include: North: Developed Commercial; East: Developed Commercial; South: Developed Commercial, and West: Multi-Family Residential. E. Conclusions 1) The subject proposal generally complies with the policies and codes of the City of Renton provided all conditions of approval are complied with. 2) The proposal complies with the Comprehensive Plan designation of Employment Area - Commercial; and the Zoning designation of Commercial Arterial. SAPPT City of Renton P/B/PW Department s Admini: ie Site Plan Approval Staff Report OFFICE MAX AT RENTON CENTER LUA-99-081,SA-A REPORT AND DECISION OF JUNE 28, 1999 Page 7 of 8 F. Decision The Site Plan for Office Max at Renton Center, File No. LUA-99-081, SA-A is approved subject to the following conditions: 1. The property owner shall initiate and complete the Release of the Easement process for the abandoned 15 foot wide utility easement located below the proposed building pad. The Release of Easement process shall be completed and recorded prior to the final occupancy of the building. 2. Temporary Erosion and Sediment Control shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. 3. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance.schedules or installation shall be submitted by the project engineer of record to the Public Works Inspector. Certification of the installation, maintenance and proper removal of the erosion control facilities is required prior to Temporary Certificate of Occupancy. EFFECTIVE DATE OF DECISION ON LAND USE ACTION: SIGNATURES: e9—-2, ---71 ana H son,Zoning Administrator date Advisory es to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only,they are not subject to the appeal process for environmental determinations. Planning 1. The applicant is required to comply with the Construction Standards regarding work hours, temporary erosion control, etc. established by RMC section 4-4-030C. 2. The Release of Easement requires a separate application process and requires approval by the City Council. Please contact Tom Boyns (425)430-7209 or Sonja Fesser(425) 430-7312 with the City's Property Services Section for more information on the application and review process. 3. Pursuant to the Hearing Examiner's Conditions of Approval for the Fred Meyer/Renton Center Project(File No. LUA-93-151), large truck deliveries are limited to the hours of 7:00 AM and 5:00 PM, Monday through Saturday and all waiting trucks must be queued up on the east side of the complex. 4. The applicant is required to comply with the applicable SEPA Mitigation Measures imposed on the Fred Meyer/Renton Center Project (No. LUA-93-151, SA-H, ECF) March 30, 1994, specifically mitigations pertaining to Historic and Cultural Preservation. See attached. 5. The applicant is required to revised the site plan to include: a)The creation of a pedestrian connection along the south side of the building connecting the storefront sidewalk to the sidewalk on Hardie Avenue SW(pursuant to RMC section 4-2-120A); and, b)The addition of 3 ADA accessible stalls—for a total of 5 provided for the site (pursuant to RMC section 4-4-080F8e). The satisfaction of this requirement is subject to the review and approval of the Development Services Division prior to the issuance of building permits. Building 1. The applicant is advised to follow the recommendations of the Geotechnical Report submitted with the application. Fire . 1. The preliminary fire flow required is 3,250 gpm. Four fire hydrants are required. One fire hydrant is required within 150-feet of the proposed structure and three fire hydrants are required within 300-feet of the structure. 5- SARPT City of Renton P/B/PW Department Admini_. ,ve Site Plan Approval Staff Report OFFICE MAX AT RENTON CENTER LUA-99-081,SA-A REPORT AND DECISION OF JUNE 28, 1999 Page 8 of 8 inch storz fittings are required on all hydrants. 2. The fire mitigation fees have been waived for this project because an outstanding credit was maintained from the previous redevelopment. The credit has been reduced as follows: 23,528 square feet x$0.52= $12,234.56. 3. An approved fire sprinkler system is required to be installed throughout the structure. Plan Review—Water 1. There are 12-inch diameter water lines looped throughout this site. This project is located in APA zone 2 and the 196 water pressure zone. 2. The System Development Charge shall be at the current rate of$0.113 per square foot of property for a fee of $9,096.50. This fee is payable with the construction permit. Plan Review—Sanitary Sewer 1. There is an existing private sewer pump station that serves the site with a connection to the City of Renton system. 2. The System Development Charge shall be at the current rate of$0.078 per square foot of property for a fee of $6,279. This fee is payable with the construction permit. Plan Review—Storm Water 1. A preliminary storm drainage plan per King County Surface Water Design standards has been submitted with the application. Downstream drainage facilities exist. 2. No new impervious surface is installed under this project. No System Development Charge is triggered. Plan Review—Transportation 1. All frontages are currently improved with pavement, sidewalk, curb, gutter and street lights. 2. The applicant shall pay the required Transportation Mitigation Fee of$75 per net new average daily trip associated with the project(estimated at$26,508—353.44 daily trips x$75= $26,508). The Transportation Mitigation Fee shall be paid prior to the issuance of building or construction permits. Plan Review—General 1. All plans shall conform to the Renton Drafting Standards. 2. A construction permit is required. When plans are complete three copies of the drawings, two copies of the drainage report, a construction estimate, application and appropriate fee shall be submitted to the sixth floor counter. Police 1. The applicant is advised to coordinate with Audrey Moore at(425) 430-7520 with the Police Department's Crime Prevention section regarding safety and crime prevention measures during site construction and business operations. Specific comments will be forwarded under separate cover. TRANSMITTED this 291h day of June, 1999 to the applicant and owner: Roundup Company(owner) Rusanna Schweitzer 3800 SE 22nd Avenue Portland, OR 97202 Pacific Land Design(applicant) Rhonda Dehler 9709 3`d Avenue NE,#203 Seattle,WA 98115 TRANSMITTED this 29fh day of June, 1999 to the following: Larry Meckling,Building Official C.Duffy,Fire Prevention Neil Watts,Public Works Division Lawrence J.Warren,City Attorney South County Journal Land Use Decision Appeal Process Appeals of the land use decision must be filed in writing on or before 5:00 PM July 13, 1999. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. SARPT • jaik CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE • (MITIGATED) • APPLICATION NO: LUA-93-151,SA,ECF APPLICANT: Fred Meyer, Inc. PROJECT NAME: Fred Meyer/Renton Center Expansion DESCRIPTION OF PROPOSAL: Fred Meyer is seeking environmental review and site plan approval for t renovation of the existing Renton Center at the intersection of Rainier Avenue and Sunset Boulevard West (SR 901 The application includes the following components: a)the demolition of the main section (existing anchor stores and m shops) of the Renton Shopping Center, b) the reconstruction of the site with a Fred Meyer store of 167,000 square fe shops spaces of 9600 square feet, and a future space for another major anchor tenant (un-named) of up to 86.0 square feet; and c) improved amenities, such as landscaping, pedestrian access, parking/circulation routes, through( die Geier site. The presently planned renovations will be consistent with previously approved renovations of thr ancillary, stand-alone buildings•adjacent to Rainier Avenue. .LOCATION OF PROPOSAL: Intersection of Rainier Avenue and Sunset Boulevard West(SR 900) LEAD AGENCY: City of Renton Department of Planning/Building/Public Works. Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable signific adverse impact on the environment. An environmental impact statement (EIS) is not required under RC 43.21 C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under th authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impal identified during the environmental review process. The 15 day comment period for this project will end at 5:00 p.m. on April 19, 1994. Following the end of the comme period, the City will finalize its Determination unless comments received require a reevaluation. Following t finalization of the Determination, there is a required 14 day appeal period. Appeal procedures and the mitigati measures imposed by the City of Renton's Environmental Review Committee are available at the Development Servic Division, Third Floor, Municipal Building, Renton, Washington 98055. Phone: 235-2550. You should be prepared make specific factual objections. PUBLICATION DATE: April 4, 1994 DATE OF DECISION: March 30, 1994 , SIGNATURES: 3�s oJ7 Gregg y merr�San,'Interim Administrator DATE Department of Planning/Building/Public Works - Sam Chastain,Administrator DAT Community Service Department J , • Le heeler, Fire Chief DATE Renton Fire Department • • DNSMSIG.DOC • • DETERMINATION OF NON-SIGNIFICANCE-MITIGATED MITIGATION MEASURES APPLICATION NO: LUA-93-151,SA,ECF APPLICANT: Fred Meyer, Inc. PROJECT NAME: Fred Meyer/Renton Center Expansion DESCRIPTION OF PROPOSAL: Fred Meyer is seeking environmental review and site plan approval for the renovation of the existing Renton Center at the intersection of Rainier Avenue and Sunset Boulevard West (SR 900). The application includes the following components: a) the demolition of the main section (existing anchor stores and mall shops) of the Renton Shopping Center; b) the reconstruction of the site with a Fred Meyer store of 167,000 square feet, shops spaces of up to 9600 square feet, and a future space for another major anchor tenant (un-named) of up to 86,000 square feet; and c) improved amenities, such as landscaping, pedestrian access, parking/circulation routes, throughout the Center site. The presently planned renovations will be consistent with previously approved renovations of three ancillary, stand-alone buildings adjacent to Rainier Avenue. LOCATION OF PROPOSAL: Intersection of Rainier Avenue and Sunset Boulevard West(SR 900) MITIGATION MEASURES: The Environmental Review Committee issued a Determination of Non-Significance- Mitigated with the following Mitigation Measures: The City's review of the proposed application is based upon consideration of a Master Plan, a specific site plan for Phase li and a conceptual site plan for Phase III. As the applicant is seeking general approval for the Master Site Plan at this time for the Renton Center site and the small ancillary site, and as major structural additions and improvements are planned with the specific Phase II development now under consideration, the applicant will be expected to comply with each and all of the below listed conditions (e.g. construction of all on-site amenities, utilities, on-site and off-site pedestrian and vehicular transportation/right-of-way improvements, perimeter and interior landscaping, pedestrian seating areas and pathways, screening/berms, noise abatement mesures, exterior illumination, payment of fees and recording of easements) in conjunction with development of Phase II, unless the condition specifies otherwise. This improvement schedule will ensure that adequate facilities are available in a timely manner, and will minimize the disruption to safe, effective functioning of transportation systems which would occur if selected improvements were to be delayed until the development of Phase III. For development of Phase III of the Fred Meyer Center, the City may require additional refinements to the existing environmental studies and may call for mitigation to address identified environmental impacts .(e.g. surface/storm water, water and sewer utilities), noise, light/glare, aesthetics,transportation, historic/cultural resources, . Earth 1. For development of Phase II of the Fred Meyer/Renton Center, the applicant shall ensure that site preparation and construction are based upon the March, 1991 geotechnical study, and supplementary geotechnical examination, as mandated by the City. A certified geotechnical engineer will be required to approve demolition, preparation and construction activities and to monitor the site during the construction process to determine whether additional testing and/or modifications to preparation/construction plans are necessary to support the proposed development. In the event that modifications to the plan are required, these plans shall be submitted by the certified geotechnical engineer, to the satisfaction of the City. mitmeas- 1 - 04/01/94 Light and Glare 2. The applicant shall submit a design and implementation plan for on-site exterior illumination (for structures, parking/circulation and service areas)which provides fixtures that are: (a) sufficient in number and location to fully illuminate the site to facilitate safe passage; (b) pedestrian scaled and illuminated with flat lighting units directed toward the interior of the site to limit light and glare to neighboring properties and to vehicles traveling on adjacent roadways. A lighting plan should be provided by no later than May 1, 1994, to enable staff evaluation prior to review of the project by the Land Use Hearing Examiner. (Also see"Aesthetics"and "Environmental Health") Environmental Health 3. The applicant shall, in order to limit noise impact from trucking operations (e.g. arrivals/departures, loading/unloading activities and operation of machinery/equipment) • to neighboring residential uses, on the west side of the site, provide the following improvements/agreements, to be installed with Phase II improvements, and to remain in effect for the life of the project: (a) An eight foot high sound barrier (e.g. landscaped berm and/or decorative concrete/masonry wall) sufficient to contain noise impacts from all trucking operations at this location, so that sound impacts to the abutting Plum Tree • Court residential project do not exceed noise threshold established under WAC Chapter 173-60 and the City's Noise Level Regulations. OR (b) A revised site plan which relocates trucking operations from the west side of the Fred Meyer building (Structure"A")to the south side of Structure"A" (adjacent to the west side of Structure"B"and the north side of planned Structure "C"). AND (c) An eight foot high sound barrier (e.g. landscaped berm and/or decorative concrete/masonry wall) sufficient to screen and contain noise impacts from all trucking operations at this location. Note: A specific design plan for the proposed six foot high decorative noise containment wall will be required by no later than May 1, 1994, in order to enable staff review prior to public hearing by the Hearing Examiner for site plan review. This screen should be designed to permit extension and/or upgrading as/if necessary to protect the neighboring properties from visual and noise impacts related to truck deliveries. A higher buffer may be permitted under a Variance application, if necessary to achieve noise attenuation. (Also see"Aesthetics", "Light and Glare") Air 4. The applicant shall ensure that trucking equipment (e.g. refrigerator trucks, recycling and trash pickup) located on the west side of the site is in operation only for the duration of time needed to load and unload materials (e.g. prolonged standing operation of engines or other mechanical equipment is not permitted, in order to limit impacts to air quality). Standing vehicles which generate noise impacts (e.g. refrigerator motors) must be located on the east side of the site. mitmeas-2-04/01/94 0 Aesthetics 5. The applicant shall, in order to address aesthetic impacts related to development of the site under the proposed Master Plan, provide an amended site plan/landscaping plan which incorporates: • (a) Additional architectural features on•the western perimeter of Structure "A", which are thematically integrated with the eastern structural facade. These features could include, but need not be limited to options such as more pronounced reveal columns and/or design features and/or trellises or similar design structures to provide visual interest and screening of the structural walls and rooftop equipment. (b) Augmented plantings along the eastern periphery of Structures "A" and "B", in the pedestrian courts and within the parking lot (e.g. one additional cluster of two small deciduous trees along each parking corridor and/or additional landscaping along major circulation routes within the site). Plantings throughout the site should be of a sufficient size to provide a viewscape within three to five years. (c) Specific development plans for the proposed parking in the area set aside for future Phase III/Structure "C" development; these plans should demonstrate compliance with the Parking and Loading Ordinance and with the Landscaping Ordinance. Landscaping should be coordinated with landscaping in other parking areas on the site. Revised site plans and landscaping plans should be provided by no later than May 1, 1994, to enable staff evaluation prior to review of the project by the Land Use Hearing Examiner. 6. The applicant shall work with an arborist to ensure that the maximum number of trees can be retained, either at the present location, or relocated within site boundaries. Where trees are required to be removed, replacement should be with similar size and type of species. If the removed tree cannot be replaced in kind, it is recommended that replacement trees be sufficiently large and numerous to create an effective viewscape within a three to five year period. (Note: Relocation of trucking facilities, suggested as an option, in "Environmental Health" above should be considered to address aesthetic impacts, as well as environmental health impacts) (Also see "Land Use", "Environmental Health", "Light and Glare") Transportation 7. The applicant, in order to address regional transportation impacts, shall contribute to the Grady Way Transportation Benefit Zone, based upon increases to trip rate generation to/from the proposed development (at a fee of$28,531.85 based upon an estimated total 311,672 square footage at completion of Phase III of the development). Fees will be due and payable at the time of the issuance of the first construction/building permit for Phase Ill of the Fred Meyer/Renton Center, as impacts to regional transportation are determined to first occur with development of Phase Ill. 8. The applicant, in order to address local transportation impacts, shall provide the following improvements and appropriate signage to Hardie Avenue ingress/egress points: (a) limit the northernmost entry to use as an entrance route only, and restrict to use by delivery and haul trucks; mitmeas-3-04/01/94 • (b) assign the central entry to use as a truck exit and as an entry/exit for consumers/small service vans(use by delivery and haul trucks; (c) permit the southern drive to accommodate two way vehicular traffic for consumers and employees, and for small delivery vans; (d) a pedestrian crossing shall be provided at the intersection of Hardie Avenue and SW 5th Place (Also see"Environmental Health", "Light and Glare") Public Services 9. The applicant shall provide an agreement to dedicate to the City a fifteen foot (15) wide easement, within the proposed landscape corridor on the southern boundary of the site, to be utilized as a segment of the City's public trails system. The City shall be responsible for the construction and maintenance of the trail. Historic/Cultural Preservation 10. The applicant shall undertake selected testing for intact archaeological deposits, through test boring (which can be'accomplished in conjunction with soils testing) or through a trench excavation in conjunction with excavation for structural foundations for Phase II. Testing of foundations for Phase III structures may be conducted at this time, or may be conducted at the time of Phase III development. Such testing,should be done in the presence of a professional archaeologist. If intact deposits are identified, either as a result of testing or during new construction, then the applicant shall: (a) immediately notify the City and the State Office of Archaeology and History concerning the findings; and (b) provide plans for reporting and preservation and/or recovery of such findings, consistent with State regulations (WAC 25-48, RCW 2744 (Indian Graves and Records) . and RCW 2753 (Archaeological Sites and Records). • • mitmeas-4-04/01/94 • • - R VAMENTRACANANMRAAINN SMI/CAI I! • , / _ w z � , ,, ________ T-- .... ---. . , - . ill' / ---__ ,,_ I _2: .:.--;'.. ----t CI L I _4 PARK/:_, --- --I .� 1 II III _ i, ' -__ PARCEL C 3 _ a-I m K o _ _ SITE PLAN INFORMATION (rySTAL/ I I I i Li .� .. /�` 1 1 U I AREA=80,500 SF N I I I ' 1,E g ;(;�`'_ i i' `�` / BUILDING SQUARE FOOTAGE :a - __ • __ _ `� .rHiasenej�Wx. _ ��/ / c; C OIf7CE YA%.2J.528 SF 3 _-- I _-- - - -' I --_ - I =._____ J. 9i __. - .._1.----,-.,,' _ (U/ ( - _/ EX FRED METER=177,832 SF �' @�@ r � 7EXADJATBUAGI166_ I ir' /I II11IT-- / BUEDWG=II096• r� �� --- — EX BUILDING=9ff y 1- r, ( EX BUILDING=19,179 SF jI �} _ _ _-_-_ 1 - _ _— -_ I "---' _ _ x^r ,,:_-•;,+--"- `7 /�- -" EX&!01%NC=5.261 S' C}n _i SD 6D-, — _ —1 I �s } 1-TI _ r _"_ r_' �` / LOT COVERAGE y N n n .. WING PARpNG- 7!///„ / PROPOSED BURDWG CO1II2AfE=29.2 S g .-- A.,.- m- - .m_,,,,,,-_ l:=' !, -- /r l ,ten C I - ��-_ ux ,f - ._'� 0/PERVIOUS SURFACE AREA=95.0 S =O I %G T Q — -- -- - -- _r 27'7D'3D=.•T—t- — ',!J / IARDSCAPMG COVERAGE=5,0 X C Z _ — _.:= J I — — =u s sD'iA2s c. 20''sluts. {/ / PARKING 3 0 o o cJ ,� o 0 11 ; -1..- -, �� ,f - / PROPosED PARKING 4� Ai 1.';a I Di ���/// STANDARD=102 STALLS U �+ - -- -- '1 .;\- -._ l� P. ,\.�.�•\ \,\�'�\,' .,I Rtr." a 1 - J / COMPACT=9STA1LS (jf [• m '^ I .�._ �, -- -�Li I I _ 11�Y 3=���1 1� 7_ j'•. '� -./ / TOT/&HANDICAPTOTAL=Rs sruT _ C C$ -1 I I I I L_--_ -__J 1 C.1.-.....Li:. --_--_ ,- ,Jr / TOTAL=4.8 PER 1000 SF I I _ — ¢I e ` f r'. h- o-- / �/':/ 1.0 PER 1000 s _ g 8 f:....... ! SAXMUM=5.0 PER 1000 SF I li�pT! .(.: I I l STANDARD STALL'OWEN90N=9•%20' I - I �(,u 5 b 5 t • =PACT STALL BD/ENSIGN=9'X 16' - C. v aR C E / ./ EX STANDARD STALL OIYENSION=9'X 20'NORM LOT t '„ -,i EX STANDARD SHALL DIMENSION=9'X NT SOUTH LOT 1 J` <�':�•'1`//i o 7r v ,` -a e PROFO D ;/ LANDSCAPING \,.. [c /r, (I -�{I}11_�I I ,I} //...:' : ' OFFICE MAX / X ..��`, i_7 •"' .°"' ' / PARKMC LOi AREA=57.058 5E1 SA�u I t FN.MU' 1 TRASH .,• S.20,516 4 TOTAL EIOSTWG LANDSCAPING=1,/55 SF < Z ^}t .'i PTOTAL AWafNGPRIOO Lum'C g aesa s WCC I- .058 NIMIF \ \ \ I° � ^"� / BUILDING HEIGHT LU—L Z. z• \ I'; �!• / PROPOSED BULGING HOW=12 R O/�. J \�� \ 3.95' X '�4- (•) �` _ fir/ `\ `\ 61� / SD '. E%PE�STPoAN I1 ar to ,o .5 `�(/ SETBACKS Q Z \ 6 \, `/ __�AM(MA7 sty : 1 ARIUNc �;i/// MIN.BUILDING sE16Aa=l0 E7 W Z Z I /10 \ / t:,•z N2951'1'K" .�!9•%'•�iB',IMI \ ,!/ PM BLUMC SETBACX=180.FT CC CC -- -- .-A_ ° _ - - i GRAPHIC,SCALE v rvr TM1 i • - C-1 r • F:\WA\RENTON\CANAN\M1C413GI.E: • ;i :. i- : NO S II -- 1 a ce I I I. /CONTRACTOi SHALL REFER TO ARCHITECTURAL PLANS -_ J- — • - ' ;11--- / Fdt EXA(.y LOCATOR AND gYFNsn7N5 aII SLOPED• .:-;-: ;1 77 I I / PAIRIG,EXIT PoRQFs•RAMPS AND 1RU(Y!DOIXS.I :�' "''-''`+_�._ +-,._r' • - - ' 1 - • _ - _,-( N p a�'f . i I UPR n MELDING RMYE LOCATIONS.AND EGc BOM1D 00 �j yt _= q 7 d. Z • / I I I -w :I , 1 ;% E } Er 1----- '2 i0B0UNDARY 9R1YEY FOR FECAL bEsaaPn ,2� ' •=1g--' - , � 'T,7_ !_ muQ�Ll s aF PRLPrnrr wLS a ss pF sEARv a A D I1.I �'" ). I_ . I BENOILir INFQUTATTCE (SEE 91ET CS-I). I • < !F - ' 1 All PAVEp PHI5NG Ear AREAS MTI@I TILE WITS bF G ----,'T' -- -- `�'. ;/ f/ I rYPROKYEWiS SHALL BE STANDARD C0 p PMOIGJ T ( .k ^ /u4� ! ,.•• '3 r I-V�-- -----_. j t o. r =1 MESS�IOVN oTHEfiMSE r•.-1-r.. I, z 1.I__ �, ' 4. SEE BEEF C-1 FOR SITE DIMENSIONS I I r-- Y Illiii444 :JJ I '� 5.,'c sTLRN ORAwAa PPE MTH LESS NAN 7(O'COVER .- V m sSI `� s C)i V I AU BE cuss ry RFRffaRCID CON�IE PPE.OR ,' -.___ I o q o o :-^ I I APPROVED Eau To MISTAPI H-20 LOADING. VICINITY MAP 1.. a (1 1'I T\ & I•cATCN BARN MET PRO1ECnCM SHALL BR USED FF o p n a P I� f I Nni LLTs I SCALE,I -250' SW,5TH P� I \ / 5.41 T. REF t1‘r01 THE FCLLOMNC SCHEDULE FCR DETAIL-5 LS a . a 1 m ' t45D 906 w \C / ` -t r ,O/ --/1 GTCN DART V -___-_._ .____-. _._._. _---.__ __ -- r D I 1 •e•w - s ---- 1 �y = - i 4:,. I I I _ ' T--ter~ TI• II I --T.r.1,B...tnr PErm T:- Lr,- - - a--'•--1-1 ,.--" ----- -- -- _._..-`- -_---- - - - --- I _ . r �s 1 _ A j c W O F1FYA71LI-A 'm rsc-------- -_^•,---------•...___ --- - �. _1", L�.. .L_ - __ iRMC'UNIE QTHERMSE -_- .n C teT Q WjWj g '.II 7 ` 1-VA ir__-__- - -- _I- __.Ex WM=7.102-- _. I i .i ,e+,eg 1 7 I 1111 V1__-_..._ j I P(S)Qlf=1262 ,i - • - -_ ..I-INPETERM: SCNWEN95 pERI AMS" uT^• rn i I I I I w I _ ¢(s)IN=14.0- , '4 J tNornncornADE • GLNY BfIIE C0.WN AINPERiL. .. • 3 I1. I 5. <sl4 „4. :o e i_.' �•'����_` f001WG G0. -I " . . -- (A n S3 0 " I III I' n'i IE=210 t aI' ' Pv ' s J1-40'Sa'EI i - -.__- ... MAL. , .Y 1 i..13.95' .T2: yriii, „C `�\-\I� ----- C i' '"• 5 3tl34.23-EN i\ a NLASTING P[DESTRIAN r'}^: LONIRACTOq TO -I'DOY.WATER `8 1'( 9I I _ \j wALAWAY S1RIP I • SEE Am PLANS FQt 117 COORDINATE GAS 21.6J_ I •.,:. �`�. CONNECndN UDERES I' AND MA1FR TOB'LIRE ,. ,-1 1 T,�1 II --I- -- I , /• -, `,, M BUILDING 77IX BUMWc I ; - i i L I - r -� ��=�.,-� (:,'I r1-1/2•DOYESnC -,i . -I j ��� _ .ri iii s_ _ �i '-.i. f.� D_ //�/!- .-,-.. ,-a 5 5.25'46-w ...:. a. PIPE 4F W I I ' (•i' -'-L • j��,�iT vS`i��1�£�1i�`Jlr�� .. • — — •\\�� \\\`2c l►a� ��_r -Z y'P Q _ \ pew- �1. U N n a J \ ; E TEIE .- .. _.. :c�`�. 1' _��� ``__ •:.;JJ,�,� i., - •---- ---_ I I i .t - II„7,11 \ 1 ' NATO/ rl/ / •i�/�'fi/ v` \ Raoa �\ M.�/la'. • -m: "__..,— x Z fi \ ; ,I / WANOQ \: N`PROPOSED I/ I e • _��._.-...._.._ CC I— ' I +, I OFFICE MAX \ /' 6-.Pws auto MOO 1 (W,W(� p I I� N i ,''V ', / _,`Y'-- F V' MIOiO PINE - vif •- 1. 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I '"'"'""'"—\ I I .a,,..�:.0 SIPIM WO VOCOR @NORTH ELEVATION " SO11U17 IMR FAN aYx.�aY... ��..��I I I I _ RII.CT RAMS _o.T..T:Y., . r w... . . , Y..a�Y� '14311 .L L ..4...4.. ..L L .. ..^.N1.,L....L" ......". ....1....w.4 .,.."�,C........... . ..�.... ....,......... ."�.«... r.r @SOUTH ELEVATION 4* Q T _ Q Q LOW NI ...MT MAMBO.. A I I ..,..... 1 r MAP.SKIRM11•1:0 AT MIL UP RANO y - ../;V{/ i ro YI II ii� mun�va cw aim MMUS pp • . �, '" xr* a i .MTV$ m. Y.a..�.�..m. Architect Z :e l s src mwr,.0 i .,t m r— - _ .awi -O-r.»^+Tarr..1"d4:ioli.cy,ci;s: e. -,!'*4 fig'^` t O CA —___ �... T..uP FiAN NEW 9EGTION NEW 1.•,, < gym :.--- --- ® .•.,a © �•.,� - - `3 4 EAST ELEVATION �� ""` BATTEN DETAIL 't p Cahan Properties °��.r_ ��1111.M.0111.1�" � ° GNU RY U f?G'11L°34(n1f�R�bVP o W� "mot AltBIT.EtTS.1.i vilmtwOW RENTON, WASHINGTON I A%��^w""%������°' Leslie M. Nishihira From: Jan A. Conklin To: Carrie K. Olson (Davis); Leslie M. Nishihira; Sonja J. Fesser; Sandra K. Seeger Subject: Fred Meyer lot line adjustments Date: Monday, June 14, 1999 10:19AM Evidently there were 2 lot line adjustments for Fred Meyer: LUA99-017 Recording #9904069001 Parcel #A 1823059215 Parcel #E 1823059157 Parcel #F 0007200209 Parcel #G 1823059034 LUA99-062 Recording #9905129006 Parcel #B 1823059218 Parcel #C 1823059219 Parcel #D 1823059238 Lesley - some of these parcel numbers changed from what I gave you and definately from what the title report stated. I changed the parcel number for the Office Max on the computer in your LUA file. You will need to do paperwork changes. Jan Page 1 lk WAP Washington State Northwest Region Department of Transportation 15700 Dayton Avenue North, Sid Morrison P.O. Box 330310 Secretary of Transportation Seattle,WA 98133-9710 (206)440-4000 June 9, 1999 Lesley Nishihira -CI�pM�FRFNT p City of Renton FN�INlNG Development Services Division J(iii 1055 S Grady Way r� �999 Renton, WA 98055-3232 ���� � RE: LUA-99-081,SA-A/OFFICE MAX AT RENTON CENTER Dear Ms.Nishihira: Thank you for giving us the opportunity to review the Notice of Application for the Office Max at Renton Center, which is located at 485 Renton Center Way SW. The State recommends that a traffic study be prepared to analyze the state intersections that are impacted by ten or more of the project's generated peak hour trips and also determine what mitigation measures, if any,would be required. If you have any questions, please contact Don Hurter or John Collins of my Developer Services section. Don's number is (206) 440-4664; John's is (206) 440-4915. Sincerely, g. Craig J. Stone, P.E. South King Area Administrator CJS:jc JTC cc: file 4 . • O. CITYJ -REN O N• ..LL • Planning/Building/Public Works Department Jesse Tanner,Mayor. Gregg Zimmerman P.E.,Administrator June 9, 1999 Rhonda Dehler '.. Pacific Land Design { '. 9709 Third Avenue NE,Suite 203 •_. Seattle,WA 98115-2027 Subject: Release of Easement for Renton Center Office_ Max • • Project No. LUA-99-081,SA-A• • . - Dear Ms. Dehler: As you are aware,there is an existing utility easement which crosses Parcel C below the - proposed building pad of the Office Max Although the easement appears to have been abandoned, it will need to be formally released. ;,:'; _ • The release of easement"is a separate approval process that requires action by the City Council. The process takes an estimated time frame of 6 months for completion and must be _ initiated by the property owner;. The appropriate contact person for this process will be Tom Boyns of the Property Services section. Please contact Mr. Boyns at(425)430-7209 for more. ; information on the release of easement application requirements and review process. Please be aware that the site plan approval for the proposedOffice Mak will be conditioned upon : . •. the completion of the release of easement process prior to the final occupancy of the building. - This will allow more than enough time for the;release process to be completed without holding up • the review of building permits and construction on the site. The applicant is cautioned, however,that.proceeding with the proposed location of the Office Max over the easement is at the applicant's risk should any future complications arise prohibiting the release of the easement. The applicant does have the option of placing the project.on hold until the easement is formally released. If you need further assistance or clarification regarding this aspect of the project, please call me at(425)430-7270. Sincerely, • Lesley Nishi ra 1 Project Manager . C: Roundup Company, Property Owners • 1055 South Grady Way-Renton,Washington.98055... .. - ..••�Thls oaoercnntaini5o recvclad mdtwrial 9n/Yv,ce rnnen.;,o.'.- •. .. - . , • City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 17,06 , COMMENTS DUE: JUNE 15, 1999 APPLICATION NO: LUA 99-081,SA-A DATE CIRCULATED: JUNE 1, 1999 APPLICANT: Pacific Land Design PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Office Max/Renton Center WORK ORDER NO: 78545 LOCATION: 485 Renton Center Way SW SITE AREA 1.85 acres I BUILDING AREA(gross): 23,528 sq.ft. - SUMMARY OF PROPOSAL The applicant, Pacific Land Design, is proposing to construct a 23,528 sq.ft.Office Max store in the Renton Center. The project includes landscape,parking and utilities to support the new building. The building will be located adjacent to the existing liquor store and will utilize the existing infrastructure for the shopping center. The SEPA environmental review for the proposal was included in the threshold determination of nonsignificance-mitigated issued under File No. LUA 93-151. The project does require administrative site plan approval. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major information Environment Minor Major information impacts impacts Necessary impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet 12.17 police calls for service estimated annually, based on the size of the business. During the construction phase, recommend that the building site be fenced in with temporary fencing. This will act as both a physical and psychological barrier to help prevent thieves from breaking into the premises and stealing construction materials and tools. The site will need to be well lighted during the hours of darkness , and all materials and tools.,will need to be secured when not in use, to help prevent theft. All exterior doors to the business will heed heavy-duty dead-bolt locks , and all roof top access points will need extra locking devices; this is to help prevent commercial burglary. The back B. POLICY-RELATED COMMENTS door on the west side of the business will need a peep hole for employee safety, and a light above the door. The exterior of the business will need auxilary lighting, especially on the north side where the buildings create an enclosed area. Recommend a...mon.itored alarm system for the business. Recommend the correct No TrespassL.signs be posted on the :temporary fencing while the business is under construction (see attached) . This will assist police in apprehending suspects who are unlawfully on the premises , and may help to prevent more serious crimes , such as burglary, from happening. C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. *Oho Signature of Directo or uthorized Representative Date devapp Rev.10/93 Trespass USINES Enforcement WATCH.: Quite often, business owners and managers are faced with crimes that occur on the property after the businesses are closed and the employees have gone home. Some of the crimes that occur are burglary, vandalism, graffiti, trespassing, drug dealing and robbery in the parking lots. There is a way for police and business owners to discourage these types of crimes from taking place on private property, and that is by enforcing the City of Renton's Municipal Trespass Code 6-18-10. In order for police to be able to make an arrest for Trespass, business owners or managers need to purchase signs and display them in conspicuous areas on the property. These signs need to include the following language: 1. Indicate that the subject property is privately owned and; 2. Uninvited presence on the specified property is not permitted during the hours the business is closed, and; 3. Violators will be subject to criminal sanctions pursuant to Renton City Code 6-18-10. MOST IMPORTANTLY-THE SIGNS SHOULD BE CONSPICUOUS FROM ALL POSSIBLE POINTS OF ENTRY TO THE PROPERTY,AND ALSO BE PLACED ON THE EXTERIOR OF THE BUILDINGS. This way when a suspect is arrested, he/she will not be able to claim as a defense that he/she did not know he or she was trespassing. EXAMPLES FOR TRESPASS SIGNS: NO TRESPASSING NO TRESPASSING This is private property. Persons without specific No Trespassing after business hours business are not authorized to be on the premises between (insert specific times). Anyone on the the hours of(insert the hours your business is closed). premises after business hours is subject to Violators are subject to arrest and/or citation for criminal arrest and/or citation for Criminal Trespass pursuant to Renton City Code#6-18-10.. Trespass and/or impoundment of vehicle. Per Renton City Code #6-18-10. By enforcing the Trespass Ordinance, business owners and police will be sending a message to criminals that they are not allowed to conduct criminal activity on the property. In making arrests for Trespass, police may be preventing the more serious crimes from taking place. tiY r, COURTESY OF RENTON POLICE DEPARTMENT • t CRIME PREVENTION UNIT 235 - 2571 s - RENTON FIRE D PT FIRE City of Renton Department of Planning/Building/Public Works 111��M���nn 99-- qq ENVIRONMENTAL & DEVELOPMENT APPLICATION RE`V'IED'V1�' IEET nit is_ CI REVIEWING DEPARTMENT: Fire'ei2°.lat'mtluvA COMMENTS DUE: JUNE 15,u 01999Co V t) APPLICATION NO: LUA 99-081,SA-A DATE CIRCULATED: JUNE 1, 1999 APPLICANT: Pacific Land Design PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Office Max/Renton Center WORK ORDER NO: 78545 LOCATION: 485 Renton Center Way SW SITE AREA 1.85 acres I BUILDING AREA(gross): 23,528 sq.ft. SUMMARY OF PROPOSAL The applicant, Pacific Land Design, is proposing to construct a 23,528 sq.ft.Office Max store in the Renton Center. The project includes landscape,parking and utilities to support the new building. The building will be located adjacent to the existing liquor store and will utilize the existing infrastructure for the shopping center. The SEPA environmental review for the proposal was included in the threshold determination of nonsignificance-mitigated issued under File No. LUA 93-151. The project does require administrative site plan approval. A. ENVIRONMENTAL IMPACT(e.g.Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts impacts Necessary Earth Housing _ Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services • Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS • • C. CODE-RELATED COMMENTS - Gt (4c-C1"2-0( obt4-2) N97 . We have reviewed this application with particular attention to those areas In which we have expertise and have Identified areas of probable impact or areas where additional Information Is needed to properly assess this proposal. (Ili -/X172/frt—ra..1--\-- 6475 Signature of Director or Authorized Representative• Date devapp Rev.10/93 Y CITY OF RENTON c.)„ 0� FIRE PREVENTION BUREAU MEMORANDUM ��NTo. DATE: June 2, 1999 TO: Lesley Nishihara, Assistant Planner FROM: Corey Thomas, Plans Review Inspector SUBJECT: Code-Related Comments for Office Max 1. The preliminary fire flow required is 3,250 gpm. Four fire hydrants are required. One fire hydrant is required within 150-feet of the proposed structure and three fire hydrants are required within 300-feet of the structure. A looped water main is required to be installed around the building. 5-inch storz fittings are required on all hydrants. • 2. The fire mitigation fees have been waived for this project because an outstanding credit was maintained from the previous redevelopment. The credit has been reduced by; 23,528 square feet x $0.52 = $12,234.56 3. An approved fire sprinkler system is required to be installed throughout the structure. • CT:ct off m ax CITY OF RENTON MEMORANDUM Date: June 11, 1999 To: Lesley Nishihira From: Kayren K. Kittrick, Plan Review Subject: Office Max, Renton Center LUA-99-081, SA-A EXISTING CONDITIONS WATER - There are 12-inch diameter water lines looped throughout this site. This project is located in APA zone 2 and the 196 water pressure zone SEWER — There is a private sewer pump station that serves the site with a connection to the City of Renton system. STORM -A preliminary storm drainage plan per King County Surface Water Design standards has been submitted with the application. Downstream drainage facilities exist. STREETS —All frontages are improved with pavement, sidewalk, curb, gutter and street lights. CODE REQUIREMENTS WATER 1. The System Development Charge shall be at the current rate of $.113 per square foot of property for a fee of$9,096.50. This fee is payable with the construction permit. SANITARY SEWER 1. The System Development Charge shall be at the current rate of $.078 per square foot of property for a fee of$6,279. This fee is payable with the construction permit. SURFACE WATER 1. No new impervious surface is installed under this project. No System Development charge is triggered. TRANSPORTATION 1. A Traffic Mitigation Fee of $75.00 per additional Average Daily Trip shall be assessed. This fee has been calculated to be $26,508 for 353.44 new average daily trips. PLAN REVIEW - GENERAL 1. All plans shall conform to the Renton Drafting Standards. office max gf 2. ` A construction permit is 'required. When plans are complete three:;opies of the drawings, two copies of the drainage report, a construction estimate, application and appropriate fee shall be submitted to the fourth floor counter. RECOMMENDED CONDITIONS 1. Temporary Erosion and Sediment Control shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. 2. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the Public Works Inspector. Certification of the installation, maintenance and proper removal of the erosion control facilities is required prior to Temporary Certificate of Occupancy. CC: Neil Watts office max gf • • • '�rY O n Nag • '''."." g•,•"YCItl"TR..17§re5ITTWt"rdiVITITUAtiiiNit5EE . ; .'' '' Project Name 0-f-i ice ilitttx /i .e at,H (elite Le 3. • Project Address 4g5 Revf toH Cctitty Waci S IV . Contact Person Rh O 1O4c( Deli 1tv. ) Pau AL L4441 DeS17 y Address Phone-Number 2 06 - 5 22 — '510 . • . Permit Number L vA - 'jq - O g Project Description 2 3 ) sag - office Mccpr slo✓e 14 R114 tot/ CitiZty • . Land Use Type: • • . Method of Calculation: 411/ Edit/0 y ❑ Residential $ ITE Trip Generation Manual Stio(',Kj Cfr (Rao) ,❑` Retail ❑ Traffic Study P ale 143-7 ❑ Non-retail 0 Other• 42,42. dug 1vp) tat,4 /0004 Calculation: • Pti Tv'a►+st•o Ref oil ( 5///ai) scdyiMitte / Met hcwa�crccCjc c�uilN 1r,Ps ' u uloplic0454 - 65 C p✓Ina4✓ ►' j • ( - ::t8 ) (y2.Rz) (0,35) _ 3 53 ,A* oiett tv, S ( 475) ( 353• 144) 4 2 , 5c $ - _ • Transportation Mitigation Fee: 326, 5P3 oa Calculated by: A Date: 6/$ /'q Account Number: 105. 5qq. 3)80, 70. 00. Date of Payment . . City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Elam Retheuj._ to" COMMENTS DUE: JUNE 15, 1999 APPLICATION NO: LUA 99-081,SA-A DATE CIRCULATED: JUNE 1, 1999 ��RM® APPLICANT: Pacific Land Design PROJECT MANAGER: Lesley Nishihira:, PROJECT TITLE: Office Max/Renton Center WORK ORDER NO: 78545 3 Iqkg • LOCATION: 485 Renton Center Way SW SITE AREA 1.85 acres BUILDING AREA(gross): 23,528 sq.ft. �oI � • SUMMARY OF PROPOSAL: The applicant, Pacific Land Design, is proposing to construct a 23,528 sq.ft.Office Max store in the Renton Center. The project includes landscape,parking and utilities to support the new building. The building will be located adjacent to the existing liquor store and will utilize the existing infrastructure for the shopping center. The SEPA environmental review for the proposal was included in the threshold determination of nonsignificance-mitigated issued under File No. LUA-93-151. The project does require administrative site plan approval. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major information Environment Minor Major Information impacts Impacts Necessary Impacts impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Histork/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS 61z, N.vomp 0 We have reviewed this application with particular attention to those areas in which we have expertise and have Identified areas of probable Impact or areas where additional information is needed to properly assess this proposal. t � 1y ig ate of Director or Authorized Representative Dat devapp Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:SC I WQstew"rr- COMMENTS DUE: JUNE 15, 1999 APPLICATION NO: LUA 99-081,SA A DATE CIRCULATED: JUNE 1, 1999 N APPLICANT: Pacific Land Design PROJECT MANAGER: Lesley Nishihira '�'�,g, `Ly'M \' PROJECT TITLE: Office Max/Renton Center WORK ORDER NO: 78545 �b ul 6 LOCATION: 485 Renton Center Way SW SITE AREA 1.85 acres I BUILDING AREA(gross): 23,528 sq.ft. �,/� • SUMMARY OF PROPOSAL The applicant, Pacific Land Design, is proposing to construct a 23,528 sq.ft.Office Max st� • the Renton Center. The project includes landscape,parking and utilities to support the new building. The building will be locate jacent to the existing liquor store and will utilize the existing infrastructure for the shopping center. The SEPA environmental review for the proposal was included in the threshold determination of nonsignificance-mitigated issued under File No. LUA-93-151. The project does require administrative site plan approval. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information impacts Impacts Necessary Impacts impacts Necessary Earth Housing Air Aesthetics ' Water LIghtGiare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic./Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS • C. CODE-RELATED COMM NTS VWMi G (D i l i hq s We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable Impact or areas where additional information is needed to property assess this proposal. V-,(AA.AmAA \ks , if‘'(.9r tollt 1 qC. Sl nntu of Director orAuorized Representative Date 1 devapp p Rev.10193 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:-Ty Spovta-{ham COMMENTS DUE: JUNE 15, 1999 APPLICATION NO: LUA 99-081,SA-A DATE CIRCULATED: JUNE 1, 1999 s APPLICANT: Pacific Land Design PROJECT MANAGER: Lesley Nishi(' Q,,G, AO:�OA.. PROJECT TITLE: Office Max/Renton Center WORK ORDER NO: 78545 ",t , LOCATION: 485 Renton Center Way SW bff• 7s SITE AREA 1.85 acres BUILDING AREA(gross): 23,528 sq.ft. �fli • SUMMARY OF PROPOSAL The applicant, Pacific Land Design, is proposing to construct a 23,528 sq.ft.Office Max sgin the Renton Center. The project includes landscape,parking and utilities to support the new building. The building will be locatee"adjacent to the existing liquor store and will utilize the existing infrastructure for the shopping center. The SEPA environmental review for the proposal was included in the threshold determination of nonsignificance-mitigated issued under File No. LUA 93-151. The project does require administrative site plan approval. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary impacts Impacts Necessary Earth Housing Air Aesthetics . Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic./Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS vv 01.6dco A6[tt We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact c areas where additional information is needed to properly assess this proposal. AlNIAKA_\A\ \i-N4A6L Litt ) eiq Sigt ati re of Director or Authorized Representative Dat devapp Rev.101E City of Ftcnwn Department of Planning/Building/Public , _ ks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ciohSivvt.dlo1n SeYYIGGS COMMENTS DUE: JUNE 15, 1999 APPLICATION NO: LUA 99-081,SA-A DATE CIRCULATED: JUNE 1, 1999 APPLICANT: Pacific Land Design PROJECT MANAGER: Lesley Nishihira z�. ,O,\ PROJECT TITLE: Office Max/Renton Center WORK ORDER NO: 78545 �t , r "�\q.. LOCATION: 485 Renton Center Way SW e®a tar 'la O°l' SITE AREA 1.85 acres I BUILDING AREA(gross): 23,528 sq.ft. 6"sG `g SUMMARY OF PROPOSAL: The applicant, Pacific Land Design, is proposing to construct a 23,528 sq.ft. Office Max sto the Renton Center. The project includes Iandscape,parking and utilities to support the new building. The building will be locate )Jjacent to the existing liquor store and will utilize the existing infrastructure for the shopping center. The SEPA environmental review or the proposal was included in the threshold determination of nonsignificance-mitigated issued under File No. LUA-93-151. The project does require administrative site plan approval. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information 1 Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS t1t C. CODE-RELATED COMMENTS - We have reviewed this application with particular attention to those areas in which we have expertise and have Identified areas of probable impact or areas w e e additional information is needed to properly assess this proposal. .4� 6h19� gnature of Dire r or Autho' ed Represe ative Date devapp Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: EON",L Oelppvvrevd'COMMENTS DUE: JUNE 15, 1999 APPLICATION NO: LUA 99-081,SA-A DATE CIRCULATED: JUNE 1, 1999 APPLICANT: Pacific Land Design PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Office Max/Renton Center WORK ORDER NO: 78545 LOCATION: 485 Renton Center Way SW SITE AREA 1.85 acres I BUILDING AREA(gross): 23,528 sq.ft. • SUMMARY OF PROPOSAL: The applicant, Pacific Land Design, is proposing to construct a 23,528 sq.ft.Office Max store in the Renton Center. The project includes landscape,parking and utilities to support the new building. The building will be located adjacent to the existing liquor store and will utilize the existing infrastructure for the shopping center. The SEPA environmental review for the proposal was included in the threshold determination of nonsignificance-mitigated issued under File No. LUA 93-151. The project does require administrative site plan approval. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major information Impacts impacts Necessary. impacts Impacts Necessary Earth Housing Air Aesthetics Water UghVGlare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS !�o Oat/ • C. CODE-RELATED COMMENTS We have dv dthis application with particular attention to those areas in which we have expertise and have identified areas of probable Impact c areas sere add" ation is needed to properly assess this proposal. Signature of ector or hors d Representative Date 01/CX? 9 P devapp Rev.104 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: FaNksCOMMENTS DUE: JUNE 15, 1999 APPLICATION NO: LUA-99-081,SA-A DATE CIRCULATED: JUNE 1, 1999 APPLICANT: Pacific Land Design PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Office Max/Renton Center WORK ORDER NO: 78545 LOCATION: 485 Renton Center Way SW SITE AREA 1.85 acres I BUILDING AREA(gross): 23,528 sq.ft. • SUMMARY OF PROPOSAL: The applicant, Pacific Land Design, is proposing to construct a 23,528 sq.ft. Office Max store in the Renton Center. The project includes Iandscape,parking and utilities to support the new building. The building will be located adjacent to the existing liquor store and will utilize the existing infrastructure for the shopping center. The SEPA environmental review for the proposal was included in the threshold determination of nonsignificance-mitigated issued under File No. LUA-93-151. The project does require administrative site plan approval. A. ENVIRONMENTAL IMPACT(e.g.Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major information impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Llght/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet • /-6 faz7/4_, ivALazte. B. POLICY-RELATED COMMENTS 071,e_ 2,0 cAvv)--voah /-0 irz)1, 1.)A4e • C. CODE-RELATED COMMENTS aA.e_ /V) aAZ„ Y-0 We have reviewed this application with particular attention to those areas In which we have expertise and have identified areas of probable impact areas where a4?' m �ls n�;=`�perly assess this 1 _ n _r � /z/ Signature of horized Repr sentative �l Date devapp Rev.10/4 • 01,SY OYt1 • NOTICE OF APPLICATION A Muter Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NUMBER/NAME: LUA-99.081,SA,A$OFFICE MAX AT RENTON CENTER . PROJECT DESCRIPTION: The applicant,Pacific Land Design,Is proposing to construct a 23,528 sq.n. Office Max store in the Renton Center.The project Includes landscape,parking,and utilities to support the new building. The building will be located adjacent to the existing liquor store and will utilize the existing Infrastructure for the shopping center.The SEPA environmental review for the proposal was Included In the threshold determination of non.slgnincance —mitigated(DNS-M)Issued under File No.LUA-93.151•SA-H,ECF. The project does require administrative site plan approval. PROJECT LOCATION: 485 Renton Center Way SW PUBLIC APPROVALS: Administrative Site Plan Approval,Building Permits,Construction Permits Comments on the above application must be submitted In writing to Ms.Lesley Nishihira,Project Manager,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on June 15,1999. If you have questions about this proposal,or wish to be made a party of record and receive additional notification by mall,contact Ms.Nishihira at(425)430.7270. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: May 24.1999 NOTICE OF COMPLETE APPLICATION: June 1,1999 DATE OF NOTICE OF APPLICATION: June 1,1999 _ � .v � .�' a 4839'•A ,Arlk:� +i.•19. �(?�]`}��`,j}I e .r �A •fit •1�— r 'S1ig� I-tr 1._ .,...w.�"oo'..r Y.,. ai',r`L_ 1,.. a- Av ' �'�C D 9Y[; 01p�ail. i I 447:- '•-_sfl.gialopegintrog vinfi"-al f / �y � ; r ���I � I�i ® �!_ �e,a�r 0Dia er � 1 C '• ,,, IC.„ . y 'j, JJ r s ,,rCu ' c" t ®r C "J•��J .; , ., r-r.,..„ .... . ., _,..., .,,,,..,.. E:-.4,0... di 15 �;O 'i - jr of 3 . .+�'> '',: I .. ., ',- i,.,e il`. _�� I Ian J 014= 6` 1' 41'12 1,M� -," ON' ' 88•*f1 " Wy ? {iiiip . .•r, i.. •alit.a. Ii/ yrW _ ` frI.E-. - --�.: • i ;at ' CERTIFICATION I, �- crOWC , hereby certify that copies of the above document were posted'by me in conspicuous places on or nearby the described property on dUn ‘iqc, , Signed: ATTEST: Subcribed and sworn before me, a Nortary Public in r the State of Washington residing in4r0,tt4-4-yi , on the 1'11, da of /q qi G , • `--7-2-) d,12( �1 Cep &(oe. MARILYN KAMC HEFF COMMISSION EXPIRES 6/29/99 FMAR;30 '99 11 12AM WA LAND DESIGN P.2 A..'r . ` ..aM.4'.>: - r., +`3::ir.: .::&;'}'i'n isiti.44;K's'^tK4;;;%! !";?.. `.y.v: ..i. .`v. <;<;: ��nn,:`i'J':r,� :�rF:;:f' r, :iX;�.% ik. .;riF. .fy 7�f:v°:�' , fi o- :Y•ir:,`��sF •'`�i` ig` ..Z:• �� ii:; r,'3 •':�'��y; � L'i:{:`.�E� ,t;:� pQ '`��. #�..a:..t,Sf.�:'�/•�f� .fib rt::: .r. #'s-.4:, }:.,3-, a. ;F'„9 ? kA •"u .. • .' r { :'s e' s •i'}:1.1m35� . ,1:0 ,: g a .::rt, 3,,i._,}# t.. ,,. .x•;� .., .,.�., :• .er..,,at,�`:... .st �...,•.•.... , ,: :t,t,...4:v,:g' ::ik '.•:• '.:: ;ib.. '.. :?,, s..i%;Aa .; ::#s.:. ,i?::'i 4t dsR.:.0i<tr•§-,:p: .:.>•• x:.t 1` n k� t..,.y. :: •;;,.f,..trR:;54 .:�pp�� ¢ ,•, :';3<#� ;r ,Y.ruin-;%*i q gh. . S? � , ( 1 k� {•:.i;m, x£s43•:ssF: ' :. S �;03 ': �, �#'kt ?�r$•� : ? L".. s.' l < slaC?Y ::;t�: r,..,d::>t:r:.,:. ;S :>,}':¢;iS i :,:�?,�i,:,'�'�:�:•.s.;s:vti';k%'3,$; ;xr�� � ,s :K� ,r•.4 �6: •.'t'i•i�. ✓:..`:f'>roy; s >:�;; ',sue wl i,7 ,�,. ?. `?� .t;,}r;�; '•'�'' ;s � 4 7��£'3�i� '�'� t� "'�s;l.•3� �88, •.., A .,3: ); ��. r .3 t. :>•' rF' t {st. ���# as •i �i Y� `.�. ,:�f�;,."3''.' ,'f(sd,�,,r' y, ? 'r£.,�i 8 .8', f.::: Sij.;,; #8.. .}:s::£; :u: :`i . 'i3. axn4f>:: , ,. . S : Y }. ¢ ) k ' '• r:.,' i, ii` >:Ili:' 1,4: ,f}s;:: ?. j.. �r . '•r.. •.;>ri,f .'��;1:� ' ;� ,?f ���' �: ;s'�;s .�.<,,;'# � s,%��: � .: � � �s.?�'� s. 3t�,. �,. y� 1 ��ttSS :3„9;�,>f 'i ,.:.� �f�:: c,3 �•;��. .��' ::rK.. ��. .!i; 1'a ,�.••:.K 3: r•..s'�:;�3�r '36<.. ,e�3s, •::t!.',4>> ?d"': £ ::i �s,2.?., ;s.i'�is£•;• Y t;. ; £ ;A t Oy tl` •. , N'. :¢�l >•.u6 ££ ,f • .P.fA't, • .,V� •a;�e-s:Y.rr,,.s• y :3E:t::£.:K4',iiEs:sAss $�?;a" 5;i{ti. i.'�,��:L.:.3;..�:.�.�Sa!!1''} e-y' : ix,�s k; ,q:;:;.. .i£itiri: (4,- :''£ 4..5 :•,, ,:,s, .,• ',,, ::.m;y. y3e; f v Y. .a' .. .:.,,: .,....,6. ;':,s.. '4: �.�, �i �aVS •�t �. •�. �4',A,�K,;,.`Fs 4k ,�.,+. '?E Y.•,f C+i j 5,:� 'Bt .k.. ?, : �. r• ,£:.::.. t , , s:...,,....x:�..a<:a:o.ts:a.. •:.<:'•'?StZ.:...3:3:.:a PROJECT NAME: • Renton Center — Office Max • APPLICATION NO; LUP�• 99 . OSI , Siff' _ _ The following is a list of property owners within 30.0 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ADDRESS _ ..• . , ASSESSORS PARCEL • ,•., NUMBER :. . . . . • See attached " _ , . ; . • • -ii�`Op), �^�OFRFNT (Attach additional sheets, if necessary) . •- - ' t MAR 30 '99 11: 13AM WA LAND pSIGN P.3 • • . • , • ' (Continued) • NAME ADDRESS ASSESSOR'S PARCEL NUMBER . . • • • • . • . . . • , • . , • . . . . • . • • . . • . . . • • , . .. . , . . . • . . . . . . . , .• . .• • . . . . . • - , . . . , . . ., • - , . • . . ...., —,- Applicant Certification • . . ,. , . • . . , . .• . . • - • 1, Robert Currey-Wi lsoh _. , hereby certifythat the above list(s) of adjacent property (Print Name) • owners and their addresses were obtained from: . . , Ci City of Renton Technical Services Records CI Title Company Records LI King County Assessors Records • . • Date . . Signed . . (Applicant) . . . . NOTARY • • . ATTESTED: Sub8cllbed.and sworn before me, a Notary i3 day o ryP,ublic, inf and for the State of 49 residing at ''' OiLd • 0 P .11— on the -17zyikait_ci/I '19 • _...., . 1 g f' 1 • , . (s..., "....".;.7.1.4..^N...".....:•:."._"..."•-",..--._".....-.....N._"....,-,--..._".._-.._-.--..-",--......."..--sz) • ' Signed giti.daAltf-, 4 • A - ' ) OFFICIAL SEAL ,,,, v ..e, (Notary Public) .. . • •••••-•,.;.,.... IkInT A 11V ni WM les,,,,, RUSANNA SCHWEITZER . O (/ ,..,,-- COMMISSION NO.055998 6 . 'kAv-i-rmAkmq.cirwi r....Neruc., ”...,.1.1.ntr.t. .:J.,......... .}, , , . ',....: . ".s...;•;;'.-1-A:^4.:',-.14:'",4,• ..4 .!.. *,/' • , ,.;• •.•', r=!,!?,; .-..-.......t.• , 6.:frqii..9!t'•''':".'".;.:'.:.;:''• .`.- .:. • ‘,.',?,'''',;:$:';7,•,-.;7:.;.; '......; (,:-':!::!... '. :.*• -:' . ...2:'.................................................................... .'i: ''-'c'::....' ....!!' '';...:••'.4P*,..i..:,,;,i,?- -•'•:..:„;- '• ..4..4 .....;;.7,.... 4,;: :.; .. ,;;,. . . ,..iff..i14'.••.,. , . ;. :24:':::::.".;! •.:,'''.....:2.1';:;i::::;i:':ii;;Ji.'%.:;!; :si:4:%: .' . ,'.:'•''!;•. 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REV 07198 MARILYN KAMCHEFF • 2 •..-- COMMISSION EXPIRES 6/29/99 • • . . • . . . • • . . :><::>'::>:> <::»>: :<::::: ...............................+.(?�r���................................ ....................�ra .�rE ..�1 drs. ................................Ma�IAitdres� >` :>::::>::::>::::>:::>::::>:::�lai�.+.G� . 1 182305-9052-06 BURLINGTON NORTHRN SANTA FE 1700 E GOLF RD#400 SCHAUMBURG IL 60173 2 182305-9212-03- CURRAN PROPERTIES LP 560 HARDIE AVE SW 10700 MERIDIAN AV N STE#505 SEATTLE WA 98133 3 182305-9212-03- CURRAN PROPERTIES LP 560 HARDIE AVE SW 10700 MERIDIAN AV N STE#505 SEATTLE WA 98133 • 4 182305-9212-03- CURRAN PROPERTIES LP 560 HARDIE AVE SW 10700 MERIDIAN AV N STE#505 SEATTLE WA 98133 5 182305-9212-03- CURRAN PROPERTIES LP 560 HARDIE AVE SW 10700 MERIDIAN AV N STE#505 SEATTLE WA 98133 6 182305-9053-05 ERP OPERATING LP 200 SW 5TH PL 2 N RIVERSIDE PLAZA#400 CHICAGO IL 60606 7 182305-9038-05- LCB CO LLC 100 SW 7TH ST 13707 NE 36TH PL BELLEVUE WA 98005 e 182305-9038-05- LCB CO LLC 100 SW 7TH ST 13707 NE 36TH PL BELLEVUE WA 98005 9 182305-9038-05- LCB CO LLC 100 SW 7TH ST 13707 NE 36TH PL BELLEVUE WA 98005 l0 182305-9244-05 SCHNEIDER HOMES INC HARDIE AVE SW 6510 SOUTHCENTER BLVD#1 TUKWILA WA 98188 NORTHRN SANTA FE BURLINGTON CURRAN PROPERTIES LP OPERATING LP ERP 1700 E GOLF RD#400 10700 MERIDIAN AV N STE#505 2 N RIVERSIDE PLAZA#400 SCHAUMBURG IL 60173-5804 SEATTLE WA 98133-9030 CHICAGO IL 60606-2609 LCB CO LLC SCHNEIDER HOMES INC 13707 NE 36TH PL 6510 SOUTHCENTER BLVD#1 BELLEVUE WA 98005-1460 TUKWILA WA 98188-2549 • V, .1) Situs: ,RENTON WA 98055 Lot Area: 512,700 •APN: 182305-9052-06 Rec/Sale Dt: Bldg/Liv Area: 2,152 . County: KING,WA Sale Price: Zoning: CA Use: RAILROAD FACILITY Doc#: Cnty Use: 617 Owners: BURLINGTON NORTHRN SANTA FE Rooms: Bedrms: Map Pg: 656-B3 Full Baths: Half: Yr Built: 1952 Mail: 1700 E GOLF RD#400; SCHAUMBURG IL 60173-5804 C040 Phone: 2) Situs: 560 HARDIE AVE SW,RENTON WA 98055-2345 C031 Lot Area: 128,432 APN: 182305-9212-03-000 Rec/Sale Dt: 12/03/1996 11/18/1996 Bldg/Liv Area: 45,880 County: KING,WA Sale Price: Zoning: CA Use: MULTIPLE USES Doc#: 9612031115 Cnty Use: 253 Owners: CURRAN PROPERTIES LP Rooms: Bedrms: Map Pg: 656-B3 Full Baths: Half: Yr Built: 1960 Mail: 10700 MERIDIAN AV N STE#505;.SEATTLE WA 98133-9030 C011 Phone: 3) Situs: 560 HARDIE AVE SW,RENTON WA 98055-2345 C031 Lot Area: 128,432 APN: 182305-9212-03-001 Rec/Sale Dt: 12/03/1996 11/18/1996 Bldg/Liv Area: 14,400 County: KING,WA Sale Price: Zoning: CA Use: STRIP COMMERCIAL CENTER Doc#: 9612031115 Cnty Use: 253 Owners: CURRAN PROPERTIES LP Rooms: Bedrms: Map Pg: 656-B3 Full Baths: Half: Yr Built: 1982 Mail: 10700 MERIDIAN AV N STE#505; SEATTLE WA 98133-9030 C011 Phone: 4) Situs: 560 HARDIE AVE SW,RENTON WA 98055-2345 C031 Lot Area: 128,432 APN: 182305-9212-03-002 Rec/Sale Dt: 12/03/1996 11/18/1996 Bldg/Liv Area: 11,480 County: KING,WA. Sale Price: Zoning: CA Use: STRIP COMMERCIAL CENTER Doc#: 9612031115 Cnty Use: 253 Owners: CURRAN PROPERTIES LP Rooms: Bedrms: Map Pg: 656-B3 Full Baths: Half: Yr Built: 1982 Mail: 10700 MERIDIAN AV N STE#505;SEATTLE WA.98133-9030 C011 Phone: 5) Situs: 560 HARDIE AVE SW,RENTON WA 98055-2345 C031 Lot Area: 128,432 APN: 182305-9212-03-003 Rec/Sale Dt: 12/03/1996 11/18/1996 Bldg/Liv Area: 20,000 County: KING,WA . Sale Price: Zoning: CA Use: STRIP COMMERCIAL CENTER Doc#: 9612031115 Cnty Use: 253 Owners: CURRAN PROPERTIES LP Rooms: Bedrms: Map Pg: 656-B3 Full Baths: Half: Yr Built: 1960 Mail: 10700 MERIDIAN AV N STE#505; SEATTLE WA 98133-9030 C011 Phone: 6) Situs: 200 SW 5TH PL,RENTON WA 98055-1817 C031 Lot Area: 354,384 APN: 182305-9053-05 Rec/Sale Dt: 06/30/1997 05/30/1997 Bldg/Liv Area: 170,927 County: KING,WA Sale Price: Zoning: RM-I Use: MULTI FAMILY 10 UNITS PLUS Doc#: 9706300779 Cnty Use: 114 'Owners: ERP OPERATING LP Rooms: Bedrms: Map Pg: . 656-B3 Full Baths: Half: Yr Built: 1991 Mail: 2 N RIVERSIDE PLAZA#400; CHICAGO IL 60606-2609 C033 Phone: 7) Situs: 100 SW 7TH ST, RENTON WA 98055-2311 C002 Lot Area: 176,500 APN: 182305-9038-05-000 Rec/Sale Dt: 03/15/1996 03/14/1996 Bldg/Liv Area: 27,800 County: KING,WA Sale Price: Zoning: CA Use: MULTIPLE USES . Doc#: 9603150887 Cnty Use: 253 Owners: LCB CO LLC Rooms: Bedrms: Map Pg: 656-B3 Full Baths: . Half: Yr Built: 1975 Mail: .13707 NE 36TH PL; BELLEVUE WA 98005-1460 CO27 Phone: ©1996 Win2Data 2000 Page: 1 of 8) - .. - 'Situs: 100 SW 7TH ST,RENTury iNA 98055-2311 C002 — Lot Area: 176,500 •APN: 182305-9038-05-001 Rec/Sale Dt: 03/15/1996 03/14/1996 Bldg/Liv Area: 22,700 County: KING,WA Sale Price: Zoning: CA Use: STRIP COMMERCIAL CENTER Doc#: 9603150887 Cnty Use: 253 Owners: LCB CO LLC Rooms: Bedrms: Map Pg: 656-B3 Full Baths: Half: Yr Built: 1975 Mail: 13707 NE 36TH PL; BELLEVUE WA 98005-1460 CO27 Phone: 9) Situs: 100 SW 7TH ST, RENTON WA 98055-2311 C002 Lot Area: 176,500 APN: 182305-9038-05-002 Rec/Sale Dt: 03/15/1996 03/14/1996 Bldg/Liv Area: 5,100 County: KING,WA Sale Price: Zoning: CA Use: STRIP COMMERCIAL CENTER Doc#: 9603150887 Cnty Use: 253 Owners: LCB CO LLC Rooms: Bedrms: Map Pg: 656-B3 Full Baths: Half: Yr Built: 1975 Mail: 13707 NE 36TH PL; BELLEVUE WA 98005-1460 CO27 Phone: 10) Situs: HARDIE AVE SW,RENTON WA 98055 _- Lot Area: 86,684 APN: 182305-9244-05 Rec/Sale Dt: 09/02/1997 08/20/1997 Bldg/Liv Area: County: KING,WA Sale Price: $450,000 Zoning: RMI Use: COMMERCIAL ACREAGE Doc#: 9709021455 Cnty Use: 922 Owners: SCHNEIDER HOMES INC Rooms: Bedrms: Map Pg: 656-B3 Full Baths: Half: Yr Built Mail: 6510 SOUTHCENTER BLVD#1;TUKWILA WA 98188-2549 C007 Phone: ©1996 Win2Data 2000 Page:2 of k rF 7, CITY ;RENT ON ..IL •; Planning/Building/Public Works Department • • Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator • • June 1, 1999 • • Ms. Rhonda Dehler Pacific Land Design 9709 Third Avenue NE,#203 - Seattle, WA 98115-2027 ' • SUBJECT: Office Max at Renton Center Project No. LUA-99-081,SA-A • - Dear Ms. Dehler. :fi; ` ; .. The Development Planning Section of.-the City of Renton. has determined that the subject application is complete according to_submittal requirements and, therefore, is accepted for review. You will be notified if any additional information is required to continue processing your application. Please contact me, at(425) 430-7270, if you have any questions. Sincerely, • • • Zi/47(./t/f9 4 Lesley Nishihira . Project Manager • cc: Roundup Company/Owners ACCCPT .1055 South Grady Way-Renton,Washington 98055 • ' • Ra Thfc nark•,•rnnfalnc s0%rarvrlmi mafndal 9f1%rv.cr rn.:c..mer '_ •- • • • CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO: LUA-93-151,SA,ECF APPLICANT: Fred Meyer, Inc. PROJECT NAME: Fred Meyer/Renton Center Expansion DESCRIPTION OF PROPOSAL: Fred Meyer is seeking environmental review and site plan approval for the renovation of the existing Renton Center at the intersection of Rainier Avenue and Sunset Boulevard West (SR 900). The application includes the following components: a)the demolition of the main section (existing anchor stores and mall shops) of the Renton Shopping Center, b) the reconstruction of the site with a Fred Meyer store of 167,000 square feet, shops spaces of 9600 square feet, and a future space for another major anchor tenant (un-named) of up to 86 OOQ esauare feet; and c) improved amenities, such as landscaping, pedestrian access, parking/circulation routes, throughout the Center site. The presently planned renovations will be consistent with previously approved renovations of three ancillary, stand-alone buildings adjacent to Rainier Avenue. LOCATION OF PROPOSAL: Intersection of Rainier Avenue and Sunset Boulevard West(SR 900) • LEAD AGENCY: City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21 C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. • The 15 day comment period for this project will end at 5:00 p.m. on April 19, 1994. Following the end of the comment period, the City will finalize its Determination unless comments received require a reevaluation. Following the finalization of the Determination, there is a required 14 day appeal period. Appeal procedures and the mitigation measures imposed by the City of Renton's Environmental Review Committee are available at the Development Services Division, Third Floor, Municipal Building, Renton, Washington 98055. Phone: 235-2550. You should be prepared to make specific factual objections. PUBLICATION DATE: April 4, 1994 • DATE OF DECISION: March 30, 1994 SIGNATURES: • Zit /1lr1 G1/y�i%-eesi7 3/S OJ7 Gregg yhmernian;Interim Administrator DATE Department of Planning/Building/Public Works • J• :/‘31/ 1 . • Sam Chastain,Administrator DAT Community Service Department • Le heeler, Fire Chief DATE Renton Fire Department • • DNSMSIG.DOC r' i;ivi?: i}:ii:�i:ii;iiY:iii::•ii; ig ' t•i;i;i::i;:.:is i'f::::i.;i::: .:.:{:.i.�::::•:•::::y;•}::v:::::;:•:n.}.;i:ii•:::..} r�"`.:i:F:::;r::%::i::i:•::vi:'i'r:?<i:;:i;:>�.::''�r.^'i''"'�'�'::::::::::,.i,•i,,.,:'•::'.>•'•:>:V y :--...—t+ii;isii:iisi'i:i:i::::ii};vii:i::$: :ei:e:; i::::1:-0}. �/, •.•j,•'•..•:'ii�:iiii'is Ti;.}:i!:}ii}:i!ii: r�: iiiiiii:::i:;isii:'+iii ;}:} :}(*4i: iif•ii:::::: eiii:4:ii} : i iii . }i:i4}}}i:iiire.isti•;{rHe4::r:L:e•i:tiv;i•i:i¢}}y;{{.:�:::.i:. .,i:::R:i:;':::Y`::`v yL}i::i::i::%;;'r::::i"{.:y:i::i:t::::::�:::::ii:':>::�::::{:::::::::::iii:::::::k{i:ii:'t$:' ;;:i::ii:��.:'`::::::y:e!'j:�;6:•iiiiii:Ji ti<v?}};}i}}:i:•i:•:eei}�:iR:C::jjbik i:.,iq:• 4iiii};}i}i}iiiiL•i:•isis':.?:''riiiilisis::{ei::iisijii:: iij: :}iiiii:$i. 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Note<:`:'.:If::t)i'.ere:is::more:that one'::Ia atiNiier "easeiattach ari<additional: iiii iiiii e:.;'•:;:::::''i'CBtIG ifaF'iSCII!D R9F':':c%:::::::i:::ri::::i ii;:iiiiii::r,':::r: :::::::::: rtatenz d:M t r.•.ApRI� R• •• PROJECT OR DEVELOPMENT NAME: NAME: Roundup Co. Renton Center - Office Max PROPERTY/PROJECT ADDRESS(S)/LOCATION:/ �, '.` `�p, si / ADDRESS: ..:_ 4 ✓ n WP LttJV . �" • 3800 SE 22nd Avenue Renton Center - Rainier •.& Sunset CITY: ZIP: KING COUNTY-ASSESSOR'S ACCOUNT NUMBER(S): • . • . . • • ` • . ( 325.:•Rainier Ave S per 'Assessor' s •Portland, OR 97202 - • ••• Office) 18230�.-'- ;_----7---'- '6, • • TELEPHONE NUMBER: I ' EXISTING'LAND USE(S): • ( 503) 797-31 14 Vacant Lot �O REP�NN N T N < <'<'>'= PFLIGN '>��fitk�i �iatiR 'Q' n'��`'<��<� { �> > O G .............:................................: : �:. ::. :.�.:�:::.�::. ::.�:. :::::. :�}::.::.:::.,. . :: PROPOSED LAND USES: iAY � '99 NAME: ��P1�/1 0 9 .1 Rhonda Dehler Office Max V VEi) COMPANY(if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Pacific Land Design Employment Area Commercial (EAC) ADDRESS: • PROPOSED COMPREHENSIVE PLAN.MAP DESIGNATION (if applicable): 9709 Third Avenue NE, #203 Employment Area Commercial (EAC) CITY: ZIP: EXISTING ZONING: • Seattle, WA 98115 Commercial Arterial (CA) TELEPHONE NUMBER: • • • PROPOSED ZONING (if applicable): ( 206) 522-9510 • ..................................... O. ...P ON........................................... :>;;:�<::::::::::::: :;<>::<:; <;>::>:::::><::.;;:�:�:�::;.::i.;:i•;:.;:.::;.;:::•.,: Commercial Arterial (CA) SITE AREA (SQ. FT. OR ACREAGE): . NAME: 1 .85 AC Rhonda Dehler • COMPANY (if applicable): PROJECT VALUE: Pacific Land. Design. $1 ,269, 000 ADDRESS: IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? - 9709 Third Avenue NE, #203 No CITY: ZIP: Seattle, WA 981 1 5-2027 IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? TELEPHONE NUMBER: (206) 522-9510 No • .P'F1O11[MF..PREFEaTY a. h... ...::::..:,:.:::<::.. ..:::::..::<:• ::....:..::..>.:.:..:,.:...;.:...:.:::>::;:::>:;>::::»>::>::>::»:>;»:<::::a>:>::> o OL- Parcel of City of Renton Boundary Line Adjustment • LUA-99-• LLA as recorded under the Auditor' s File Number gOC2(a400140 . Records of King County, Washington. ;:i:::::i::�: :�:isisis�i <�: : :::::::::i:fi;:i:::::::cii::.: ::::::::':':;�i ::s;�:::::.,;::.:k::.:::::::':::::::'�:;:i�:;:;:;:":;:;::':::::}.?::i::�::i:'i%::::;:;i:;}:;.:<t:::':;::::�:'::::::ii:::::<f :::�:: :: }::i;::': :i::>r::i::::::::{::::: :•::%:S>:::i::::::::::%:':::<:�:ii::::: :: ww :::.:::::.:.::::.::::::::..::::::.:::.:::::..C.....::.::G.:::::�.:::a :.p::::..:...:..:..:..:.:.... . .�..:::...::....:.:::..:p.:::.::::: .... .::..:�at�..::::::�.....d e�:...:.:.:::....e.....see.,.................................::::::::::.. _ANNEXATION $ • SUBDIVISION: _COMP. PLAN AMENDMENT $ _ REZONE $ _ LOT LINE ADJUSTMENT $ _ SPECIAL PERMIT $ _ SHORT PLAT $ _TEMPORARY PERMIT $ _TENTATIVE PLAT $ CONDITIONAL USE PERMIT $ _ PRELIMINARY PLAT $ X SITE PLAN APPROVAL $I,f2'O.P _ FINAL PLAT $ GRADE & FILL PERMIT $ (NO. CU. YDS: 1 00 ) PLANNED UNIT DEVELOPMENT: $ _VARIANCE $ (FROM SECTION: ) _ PRELIMINARY _WAIVER $ FINAL _WETLAND PERMIT ROUTINE VEGETATION MOBILE HOME PARKS: $ f MANAGEMENT PERMIT _ BINDING SITE PLAN $ _ SHORELINE REVIEWS: _SUBSTANTIAL DEVELOPMENT $ _ CONDITIONAL USE $ _VARIANCE $ _ EXEMPTION $No Charae _ ENVIRONMENTAL REVIEW $ REVISION $ I, (Print Name) RO?e pey-Wil so ieclare that I am(please check one)• _the owner of the property involved in this application,•X the authorized representative to act for the property owner(please attach proof of authorization), and that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. ATTEST: Subscribed and sworn to before me, a Notary Public,in and Robert Currey--Wilson for the State of Oregon residing at (Name of Owner/Representative) Tigard, OR . , on the 2 9 day of March 1999. 7 /) r,�. _ OFFICIAL SEAL • I r ,�.; - •N , S HWEITZER d (Signature of wner/ epresen a iv ) / /� /' -, •u: IC.OREGON (Si!nature of Not fiMPat Expl'ESJULY 21,2000 :....... ....:.:�:::::.:..... ....... ... . ...... ...::+' ...... ''..•::... ..::::..::.'':iS: :` w. `%;•:. :.H:::::.ECI=.•::::LLA:•::::.�::::::.:.:: .. .......... ..... A...b.::�:C�S�::.:..�A�?.:.��..�:::C.. p::�.::.::GPA.::::�:1#:/�.::.............................:::._:.:::.:::::::::::::::::::.... >:.:;.:;>:.::<.:<;;.:.;:;.;m.HontP!.itt::::.:FP..iPP.:.R:::..#i0i.P.:.:;:.: .A:.:A:.:S.i1(-110::<;SH.PLOWSHPiSW;:SI':;:.:;.:SM.;;:.;::S.MC.....Z .. MASTERAP.DOC REVISED 8/97 e61n-w Roundup Co. 3800 SE 22nd Ave PO Box 42121 DEVELOPMENT PLANNING Portland OR 97242 CITY OF RENTON (503) 797-3121 APR 0 9 1999 ECBVELI April 6, 1999 City of Renton 1055 South Grady Way Renton,WA 98055 Attn: Lesley Nishihira Dear Ms. Nishihira: Pursuant to the attached Memorandum of Action Without a Meeting of the Board of Directors.of Roundup Co., Scott L. Wippel as Vice President of the company has the authority to delegate to individuals acting at his direction the authority conferred upon him pursuant to the terms of the Memorandum of Action. Robert Currey-Wilson as Vice President, Acquisitions and Development for Fred Meyer Stores, Inc. and Roundup Co. has been authorized by Scott L. Wippel to execute certain real estate and permit application documents as needed. Sinyerely, /16/6411 Scott L. Wippel Vice President Attachment y,e,l V') • MEMORANDUM OF ACTION — - WITHOUT A MEETING OF THE BOARD OF DIRECTORS OF ROUNDUP CO. The undersigned, being all of the directors of ROUNDUP CO., a Washington corporation (the "Company"), and acting without a meeting pursuant to Section 236.08.210 of the Washington Business Corporation Act, hereby adopt and consent to the adoption of the following resolutions, effective April 21, 1994: RESOLVED, that Scott L. Wippel is hereby elected Vice President of the Company effective upon the effectiveness of these consent resolutions to serve until the expiration of his term and until his successor has been elected and has qualified; and be it further RESOLVED, that Scott L. Wippel is authorized to execute contracts for construction and professional fees, lease agreements for store locations, land purchase agreements, tenant and sub-tenant leases, easements and similar agreements relating to the Company's properties, and contracts, deeds and agreements for sale of the Company's surplus property, all subject to the Company's capital expenditure authorization policy, which policy requires all capital expenditures of $1,000,000 or greater to have Board of Director approval; and be it further RESOLVED, that Scott L. Wippel is authorized to delegate to individuals acting at his direction the authority conferred upon Scott L. Wippel under the Washington Business Corporation Act by virtue of his being elected an officer of the Company, provided that such delegation shall be limited as regards amount to commitments involving not more than $250,000; any such delegation to be in writing, signed by Scott L. Wippel and filed with the official records of the Company; and be it further RESOLVED, that the foregoing resolutions are hereby deemed adopted by the Board of Directors of the Company and made a part of these minutes. 4a2, y. Robert G. Miller if K. Green e2,:z-vLaed Kenneth Thrasher RZC:jhh\..\ROUNDUP\SLW RES.MOA i$ .© CITY O'er' RENTON Planning/Building/. _ Lie Works Department Gregg Zimmerman P.E.,Administrator Jesse Tanner,Mayor • April 6, 1999 tr , • CITY REN ONi d1NG Rhonda Dehler _1 189 Pacific Land Design 9709 Third Avenue NE, Suite 203 , BVED Seattle, WA 98115-2027 Subject: Renton Center Office Max—Revisions and Additional Information Required Dear Ms. Dehler: Thank you for your recent land use application.for the Renton Center Office Max Site Plan Approval and Environmental Review. in order to accept your application as complete and initiate the review of the proposal,we will need the following additions and clarifications to your application package: 1. The parcel owner's signature Is needed on the Master Application form. if the owner is a company or corporation, a company representative may sign the application provided you attach proof of authority for that person to sign on behalf of the company. 2. The subject site (Lot C)was created by a recently recorded lot line adjustment. We need a correct property legal description reflecting this recorded lot line adjustment to be attached to the master application forms. 3. Also the tax account number for this particular lot needs to be verified. The tax account number on the application form was for the overall site. While it is possible that the tax account number did not change subsequent to recording of the lot line adjustment, please verify this. 4. We need a dated title report covering ONLY the parcel in question (Lot C). The report must indicate parcel ownership (i.e.title is vested In.,.) and reference only those easements and covenants that encumber Parcel C itself. Please provide copies of only those covenants and easements affecting Lot C. 5. Please revise the site plan to provide dimensions for landscape widths, curb cut widths, compact stall lengths, and front and rear setbacks to property lines. 6. In addition, please clarify on the site plan the purpose of the diagonally striped area indicated along the northerly property line. 7. There are a number of easements running through the subject site which are not depicted on the site plan. All recorded easements must be indicated on the site plan along with their purposes and dimensions. Based on the recently recorded lot line adjustment, it appears as though an existing utility easement (easement under recording no. 8905040196) is located in the same location as the proposed building. If this easement has been released, please provide documentation of this. If not, you will need to apply simultaneously for the release of this no longer needed easement. 8. The parking counts on the site plan (numbers in circles and on legend)will need to be clarified to include only those stalls located entirely within the boundaries of Parcel C. 9. A more detailed parking analysis is necessary on the site plan. The analysis will need to list the number of required spaces broken down by square footage per use as well as the number of provided spaces broken down by stall type (standard, compact, and ADA). In 1055 South Grady Way-Renton,Washington 98055 • ®Thle paper contain@ elm recycled materiel,20%peel cnnaumer r •• addition,the legend on the site.plan will need to be consistent with the dimensions indicated on the plan • A parking modification may be required to allow aisle widths less than 24'as well as for parking numbers in excess of the maximum permitted by code. If either of these are a possibility, please contact city staff for information regarding the necessary requirements for a modification request. 10. The landscaping plan will need to detail existing plantings to remain as well as new plantings 'proposed. The plan should list species types and sizes. 11. A Drainage.Report will be required for the review of this application. Plan Review staff has Indicated that a drainage narrative will be sufficient. 12. Colored Display Maps are required. An additional copy of the Neighborhood Detail Map, Site Plan, Landscaping Plan, and Elevations Plan will need to be colored according to the instructions provided In the list of submittal requirements. 13. Photo Mylar Transfers(PMTs) or reductions'of the full size plans are also required. A 8 1/2" by 11" PMT is required for each plan sheet submitted along with an additional 4" by 8" of the Neighborhood Detail Map. 14. An additional fee will be charged for the postage required for the mail out of notices to property owners within 300 feet of the site ($0.33 per mailing label). • Please note the proposal has already undergone SEPA Environmental Review as part of the initial site plan review for the Renton Center. The Office Max project will be required to obtain Administrative Site Plan Approval only. Therefore,the application fee will be $1,000 plus$0.33 per mailing label. Once a complete application is accepted,the land use process will take approximately 8 weeks. ' A pre-screening of the application package is highly recommended prior to making the additional copies, PMTs, and color display maps so that any necessary revisions can be made before duplication. Please contact Lesley Nishihira at(425) 430.7270 to make arrangements for a pre- screening or if you have any questions regarding the information listed above. Sincerely, //0,f,- 41-27SA • Lesley Nishi ire Assistant Planner First American Title Insurance Company Regional Commercial Division 2101 4th Avenue, Suite 800, Seattle, WA 98121 Phone: (206) 728-0400 or (800) 826-7718 TO: FIRST AMERICAN TITLE INSURANCE COMPANY ORDER No 403235-5K 200 SW MARKET STREET, #250 RLIZ61XONE PORTLAND, OR 97201-5705 0/4 4/k. Op AA ATTN: RACHAEL BUSHNELL 114)� R /1/44 ivQ Commitment For Title Insurance ��� 1,9.99 4$4,1 ISSUED BY 4$..0 First American Title Insurance Company Agreement to Issue Policy FIRST AMERICAN TITLE INSURANCE COMPANY,herein called the Company,for a valuable consideration,hereby commits to issue its policy or policies of title insurance,as identified in Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest covered hereby in the land described or referred to in Schedule A,upon payment of• premiums and charges therefor,all subject to the provisions of Schedule A and B to the Conditions and Stipulations hereof. This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company,either at the time of the issuance of this Commitment or by subsequent indorsement. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six(6)months after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs,provided that the failure to issue such policy or policies is not the fault of the Company. This Commitment shall not he valid or binding until countersigned by an authorized officer or agent. IN WITNESS WHEREOF,the Company has caused this Commitment to be signed and sealed,to become valid when countersigned by an authorized officer or agent of the Company,all in accordance with its By-laws. This Commitment is effective as of the date shown in Schedule A as "Effective Date." . • , First American Title Insurance Company • BY PRESIDENT ` • .iriis t:4 BY / ASSISTANT SECRETARY Page 1 • First American Title Insurance Company Regional Commercial Division 2101 4th Avenue, Suite 800 Seattle, Washington 98121 (206)728-0400 / Fax (206)448-6248 Toll Free 1-800-826-7718 Order No. 403235-5K REF: NONE COMMERCIAL TITLE OFFICER: ROB RANCOURT PHONE: (206) 728-7234 COMMERCIAL TITLE OFFICER: LANCE LEWIS PHONE: (206) 615-3257 COMMERCIAL TITLE OFFICER: MIKE N. COOPER PHONE: (206) 728-7229 FAX NO.: (206) 448-6248 2ND COMMITMENT SCHEDULE A • 1. Effective date: April 7, 1999 at 7:30 A.M. 2. Owners proposed insured: CAHAN/MATZ PROPERTIES, A DELAWARE LIMITED LIABILITY COMPANY Lenders proposed insured: SAN DIEGO NATIONAL BANK 3. Policy/policies to be issued: Amount Premium Tax SHORT TERM RATE Extended Owner's Coverage $2,625,000.00 Standard Portion $3,146.00 $270.56 Extended Portion $1,349.00 $116.02 Extended Mortgagee's Coverage TO FOLLOW 4. A fee simple interest in the land described in this commitment is vested, at the Commitment date in: ROUNDUP CO., A WASHINGTON CORPORATION 5. The land referred to in this commitment is described in Schedule A-2. 6. ABBREVIATED LEGAL DESCRIPTION: HENRY TOBIN DONATION LAND CLAIM NO. 37 and Govt Lots 11, 13 & 16 Section 18 Township 23N Range 5E and TRACTS 1-4, RENTON SHORE LANDS SUPPL. 7. Tax Account No(s).: 000720-0146-04, 000720-0150-07,.,000720-0170-03, 000720-0197-02, 000720-0198-01, 000720-0209-08; 182305-9034-09, 182305-9157-00, 182305-9215-00, 182305-9218-07, 182305-9219-06, 182305-6238-03 AND 182305-9221-02 Page 2 SCHEDULE A2 Order No. 403235-5K DESCRIPTION: PARCEL C OF KING COUNTY BOUNDARY LINE ADJUSTMENT NO. LUA-99- 017-LLA, ACCORDING TO SURVEY RECORDED APRIL 6, 1999 IN VOLUME 128 OF SURVEYS AT PAGES 275, 275A, 275B AND 275C UNDER RECORDING NO. 9904069001, IN KING COUNTY, WASHINGTON; BEING A PORTION OF HENRY H. TOBIN DONATION LAND CLAIM NUMBER 37, AND OF GOVERNMENT LOT 11, 13 AND 16 OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST WILLAMETTE MERIDIAN, AND OF TRACTS 1,2, 3 AND 4 OF SUPPLEMENTAL MAP OF RENTON SHORE LANDS, ACCORDING TO THE MAPS ON FILE IN THE OFFICE OF THE COMMISSIONER OF PUBLIC LANDS, IN OLYMPIA WASHINGTON. Page 3 SCHEDULE B - SECTION 1 Order No. 403235-5K Requirements The following requirements must be met: 1. Payment to or for the account of the Grantors or Mortgagors of the full consideration for the estate or interest to be insured. 2. Proper instrument(s)creating the estate or interest to be insured must be executed and duly filed for record. Conditions and Stipulations 1. The term"mortgage",when used herein,shall include deed of trust,trust deed,or other security instrument. 2. If the proposed Insured has or acquires actual knowledge of any defect,lien,encumbrance,adverse claim or other matter affecting the estate,interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof,and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability tier any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company,or if the Company otherwise acquires actual.knowledge of any such defect,lien,encumbrance,adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly,but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith(a)to comply with the requirements hereof,or(b)to eliminate exceptions shown in Schedule B.or(c)to acquire or create the estate of interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the Insuring provisions,exclusion from coverage,and the Conditions and Stipulations of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. Any claim of loss or damage,whether or not based on negligence,and which arises out of the status of the title to the estate,interest or the lien of the insured mortgage covered hereby or any action asserting such claim,shall be restricted to the provisions and Conditions and Stipulations of this Commitment. NOTE: Effective January 1, 1997,and pursuant to amendment of Washington State statutes relating to standardization of recorded documents,the following format and content requirements must be met. Failure to comply may result in rejection of the document by the recorder. FORMAT: Margins to be 3" on top of first page, 1"on sides and bottom, 1"on top.sides and bottom of each succeeding page. Font size of 8 points or larger and paper size of no more than 8 1/2"by 14". No attachments on pages such as stapled or taped notary seals:pressure seals must be smudged. INFORMATION WHICH MUST APPEAR ON THE FIRST PAGE: Title or titles of document.If assignment or reconveyance reference to Auditor's File Number of subject deed of trust. Names of grantor(s)and grantee(s)with reference to additional names on following page(s),if any. Abbreviated legal description(lot, block,plat name or section,town:'.ap,range and quarter section of quarter section for unplatted). Assessor's Tax Parcel Number(s). Return address,which may appear in the upper left hand 3" top Margin. . Page 4 SCHEDULE B - SECTION 2 Order No. 403235-5K General Exceptions The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company. A. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. B. Any facts, rights, interest, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. C. Easements, claims of easements or encumbrances which are not shown by the public records. D. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or • any other facts which a correct survey would disclose, and which are not shown by public records. E. (a) Unpatented mining claims; (b) Reservations or exceptions in patents or in acts authorizing the issuance thereof; (c) Water rights, claims or title to water, whether or not the matters excepted under (a), (b), or (c) are shown by the public records; (d) Indian tribal codes or regulations, Indian treaty or -aboriginal rights, including easements or equitable servitudes. F. Any lien, or right to a lien, for services, labor or material theretofore or hereafter furnished, imposed by law and not shown by the public records. G. Any service, installation, connection, maintenance, construction, tap or reimbursement charges/costs for sewer, water, garbage or electricity. H. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate, interest or mortgages thereon covered by this commitment. Pa_=e 5 SCHEDULE B - SECTION 2 CONT. SPECIAL EXCEPTIONS Order No. 403235-5K 1. LIEN OF THE REAL ESTATE EXCISE SALES TAX AND SURCHARGE UPON ANY SALE OF SAID PREMISES, IF UNPAID. AS OF THE DATE HEREIN, THE EXCISE TAX RATE FOR CITY OF RENTON IS 1.78%. LEVY CODE: 2110 2. GENERAL TAXES. THE FIRST HALF BECOMES DELINQUENT AFTER APRIL 30TH. THE SECOND. HALF BECOMES DELINQUENT AFTER OCTOBER 31ST. YEAR: 1999 AMOUNT BILLED: $275,776.65 AMOUNT PAID: $5,590.02 AMOUNT DUE: $270,186.63, PLUS INTEREST AND PENALTY, IF DELINQUENT TAX ACCOUNT NO.: 000720-0146-04, 000720-0150-07, 000720-0170- 03, 000720-0197-02, 000720-0198-01, 000720- 0209-08, 182305-9034-09, 182305-9157-00, 182305-9215-00, 182305-9218-07, 182305-9219- 06, 182305-6238-03 AND 182305-9221-02 SAID AMOUNT WAS FOR THE ENTIRE PLAT OF BOUNDARY LINE ADJUSTMENT NO. LUA-99-017-LLA CONSISTING OF PARCELS A, B, C, D, E, F AND G. (TAX ACCOUNT NO(S). FOR LOT(S) C IS(ARE) UNAVAILABLE AT THIS TIME) 3. LEASE AND THE TERMS AND CONDITIONS THEREOF AS DISCLOSED BY MEMORANDUM OF LEASE. LESSOR: RENTON SHOPPING CENTER ASSOCIATES LESSEE: VOLUME SHOE CORPORATION, A MISSOURI CORPORATION TERM: UNDISCLOSED DATED: SEPTEMBER 13, 1984 RECORDED: FEBRUARY 13, 1985 RECORDING NO.: 8502131014 (INCLUDES OTHER PROPERTY) 4. LEASE AND THE TERMS AND CONDITIONS THEREOF. LESSOR: RENTON SHOPPING CENTER ASSOCIATES; A JOINT VENTURE Page 6 Order No. 403235-5K LESSEE: J.C. PENNEY COMPANY, INC., A DELAWARE CORPORATION TERM: UNDISCLOSED DATED: FEBRUARY 19, 1982 RECORDED: FEBRUARY 4, 1983 RECORDING NO.: 8302040759 (INCLUDES OTHER PROPERTY) MODIFICATION AND/OR AMENDMENT BY INSTRUMENT: RECORDED: AUGUST 22, 1985, NOVEMBER 19, 1985 RECORDING NO.: 8508220534 AND 8511190338 SAID INSTRUMENT IS A RE-RECORD OF RECORDING NO(S). 8509300592. 5. FINANCING STATEMENT. DEBTOR:' SEATTLE'S BEST COFFEE,INC. CREDITOR: U.S. BANK OF WASHINGTON, NATIONAL ASSOCIATION RECORDING NO.: 9705150417 (INCLUDES OTHER PROPERTY) 6. EVIDENCE OF THE AUTHORITY OF THE INDIVIDUAL(S) TO EXECUTE THE FORTHCOMING DOCUMENT FOR CAHAN/MATZ PROPERTIES, A DELAWARE LIMITED LIABILITY COMPANY, COPIES OF THE CURRENT OPERATING AGREEMENT SHOULD BE SUBMITTED PRIOR TO CLOSING. 7. A CERTIFICATE OF GOOD STANDING FROM THE STATE OF DELAWARE FOR CAHAN/MATZ PROPERTIES, A DELAWARE LIMITED LIABILITY COMPANY, SHOULD BE SUBMITTED PRIOR TO CLOSING. 8. UNRECORDED LEASEHOLDS, IF ANY, RIGHTS OF VENDORS AND SECURITY AGREEMENTS ON PERSONAL PROPERTY, AND 'RIGHTS OF TENANTS AND SECURED PARTIES TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. 9. MATTERS OF EXTENDED OWNER/PURCHASER COVERAGE WHICH ARE DEPENDENT UPON AN INSPECTION AND AN ALTA SURVEY OF THE PROPERTY FOR DETERMINATION OF INSURABILITY. Page 7 Order No. 403235-5K PLEASE SUBMIT A COPY OF THE ALTA SURVEY AT YOUR EARLIEST CONVENIENCE FOR REVIEW. . OUR INSPECTION WILL BE HELD PENDING OUR REVIEW OF THE ALTA SURVEY AND THE RESULTS OF SAID INSPECTION WILL BE FURNISHED BY SUPPLEMENTAL REPORT. 10. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: DECEMBER 1, 1941 RECORDING NO.: 3207080 (VOL. 2014, P. 489) IN FAVOR OF: UNITED STATES OF AMERICA FOR: POWER LINE AFFECTS: REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION SAID EASEMENT WAS CONVEYED TO THE CITY OF SEATTLE BY INSTRUMENT RECORDED UNDER RECORDING NO. 3664559 (VOL. 2597, P. 50). THE NORTHEASTERLY 60 FEET OF SAID EASEMENT WAS- RELINQUISHED BY THE CITY OF SEATTLE IN KING COUNTY SUPERIOR COURT CAUSE NOS. 715585 AND 705924. • 11. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: NOVEMBER 20, 1944. RECORDING NO.: 3429774 (VOL. 2285, P. 562) IN FAVOR OF: UNITED STATES OF AMERICA FOR: TRANSMISSION LINE AFFECTS: REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION SAID EASEMENT IS A CORRECTION OF THAT EASEMENT RECORDED UNDER RECORDING NO. 3427763 (VOL. 2283, P. 44). SAID EASEMENT IS IDENTICAL TO THAT EASEMENT ACQUIRED IN THE DISTRICT COURT OF THE UNITED STATES FOR THE WESTERN DISTRICT OF WASHINGTON NORTHERN DIVISION CAUSE NO. 960, JUDGMENT ON THE DECLARATION OF TAKING, RECORDED NOVEMBER 10, 1944 UNDER RECORDING NO. 3399762 (VOL. 2245, P. 615). Page 8 Order No. 403235-5K 12. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: MARCH 10, 1947 RECORDING NO.: 3664559 (VOL. 2597, P. 50) IN FAVOR OF: UNITED STATES OF AMERICA FOR: ELECTRIC POWER TRANSMISSION LINE AFFECTS: REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION 13. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: MARCH 18, 1947 RECORDING NO.: 3664560 (VOL. 2597, P. 56) IN FAVOR OF: CITY OF SEATTLE FOR: DOUBLE CIRCUIT TRANSMISSION LINE AFFECTS: REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION 14. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: MARCH 21, 1988 RECORDING NO.: 8803210475 IN FAVOR OF: PUGET SOUND POWER & LIGHT COMPANY FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM • AFFECTS: REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION 15. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: MAY 4, 1989 RECORDING NO.: 8905040196 IN FAVOR OF: CITY OF RENTON FOR: PUBLIC UTILITIES (INCLUDING WATER AND SEWER) AFFECTS: REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION 16. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS; BUT DELETING ANY COVENANT, CONDITION OR RESTRICTION INDICATING A PREFERENCE, LIMITATION OR DISCRIMINATION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILY STATUS, OR NATIONAL ORIGIN TO. THE EXTENT SUCH Page 9 • Order No. 403235-5K COVENANTS, CONDITIONS OR RESTRICTIONS VIOLATE 42 USC 3604(C): RECORDED: OCTOBER 8, 1992 RECORDING NO.: 9210080790 17. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS; BUT DELETING ANY COVENANT, CONDITION OR RESTRICTION INDICATING A PREFERENCE, LIMITATION OR DISCRIMINATION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILY STATUS, OR NATIONAL ORIGIN TO THE EXTENT SUCH COVENANTS, CONDITIONS OR RESTRICTIONS VIOLATE 42 USC 3604(C): RECORDED: OCTOBER 14, 1992 RECORDING NO.: 9210140320 18. FIRE LANE AND OPEN SPACE EASEMENT AGREEMENT .AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: RENTON SHOPPING CENTER ASSOCIATES AND: CITY OF RENTON RECORDED: OCTOBER 14,. 1992 RECORDING NO.: 9210140321 19. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: OCTOBER 20, 1994 RECORDING NO.:. 9410201209 . IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON CORPORATION FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AFFECTS: THE CENTERLINE OF GRANTEE'S FACILITIES AS CONSTRUCTED OR TO BE CONSTRUCTED, EXTENDED OR RELOCATED 20. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: . OCTOBER 9, 1995 RECORDING NO.: 9510090749. IN FAVOR OF: CITY OF RENTON . FOR: PUBLIC UTILITIES (INCLUDING WATER, WASTE WATER, AND SURFACE WATER) AFFECTS: REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION Page 10 Order No. 403235-5K 21. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: OCTOBER 9, 1995 RECORDING NO.: 9510090750 IN FAVOR OF: CITY OF RENTON FOR: PUBLIC UTILITIES (INCLUDING WATER, WASTE WATER, AND SURFACE WATER) AFFECTS: REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION 22. PRETREATMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: FEDERAL WAY WATER AND SEWER DISTRICT AND: ROUNDUP CO. RECORDED: SEPTEMBER 9, 1994 RECORDING NO.: 9409090908 SAID INSTRUMENT DOES NOT CONTAIN A LEGAL DESCRIPTION AND SHOULD BE RE-RECORDED TO PERFECT THE RECORD. 23. CONDITIONS, NOTES AND PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SURVEY RECORDED UNDER KING COUNTY RECORDING NO. 8606039020. 24. RESERVATIONS CONTAINED IN DEED FROM THE STATE OF WASHINGTON RECORDED UNDER RECORDING NO. 5051341, RESERVING ALL OIL, GASES, COAL; ORES, MINERALS, FOSSILS,. ETC.,:AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME, TOGETHER WITH ANY RIGHT TO ACQUIRE EASEMENTS OR RIGHTS OF WAY; PROVIDING THAT ALL SUCH RIGHTS SHALL NOT BE EXERCISED UNTIL PROVISION HAS BEEN MADE TO COMPENSATE FOR DAMAGE SUSTAINED BY REASON OF THE EXERCISE OF SUCH RIGHTS. (AFFECTS THOSE PORTIONS OF THE PROPERTY LYING WITHIN SUPPLEMENTAL MAP OF RENTON SHORELANDS) 25. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: SEPTEMBER 12, 1978 RECORDING NO.: 7809120814 IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON CORPORATION Page 11 Order No. 403235-5K FOR: ELECTRIC.TRANSMISSION AND/OR DISTRIBUTION SYSTEM AFFECTS: REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION 26. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: FEBRUARY 16, 1993 RECORDING NO.: 9302160513 IN FAVOR OF: CITY OF RENTON FOR: AN EASEMENT FOR PUBLIC UTILITIES (INCLUDING WATER, WASTE WATER AND SURFACE WATER) WITH NECESSARY APPURTENANCES AFFECTS: REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION 27. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS; BUT DELETING ANY COVENANT, CONDITION OR RESTRICTION INDICATING A PREFERENCE, LIMITATION OR DISCRIMINATION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILY STATUS, OR NATIONAL ORIGIN TO THE EXTENT SUCH COVENANTS, CONDITIONS OR RESTRICTIONS VIOLATE 42 USC 3604(C): RECORDED: APRIL 6, 1999 RECORDING NO.(S): 9904062560 28. TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AS CONTAINED IN LOT LINE ADJUSTMENT: NO.: LUA-99-017-LLA RECORDED: APRIL 6, 1999 . RECORDING NO.: 9904069001 NOTES: A. A fee will be charged upon the cancellation of this commitment pursuant to the Washington State Insurance Code and the filed Rate Schedule of the Company. B. An abbreviated legal description is required by the County Auditor if the full legal description IS NOT contained on the first page of all documents to be recorded. Page 12 Order No. 403235-5K DS/ejh/aeg cc: PACIFIC LAND DESIGN 9709 3RD AVE NE #203 SEATTLE, WA 98115-2027 ATTN: RHONDA cc: MATZ PROPERTIES 30021 TOMAS ST. #300 RNCH SANTA MARGARITA, CA 92688 ATTN: TIM MATZ cc: MARTIN H. BLANK, ATTORNEY AT LAW 11755 WILSHIRE BLVD #1400 LOS ANGELES, CA 90025 cc: CAHAN PROPERTIES 11440 W BERNARDO CT SAN DIEGO, CA 92127 ATTN: ROBYNE. DELATTE cc: RCA/HUITT ZOLLERS 221 S 28TH TACOMA, WA 98402 ATTN: BLAIR PRIGGE cc: FRED MEYER, INC. P.O. BOX 42121 3800 SE 22ND AVENUE, 3RD FLOOR. PORTLAND, OR 97242 ATTN: RUSSANA SCHWEITZER cc': SAN DIEGO NATIONAL BANK 1420 KETTNER BLVD, STE 305 SAN DIEGO, CA 92101 ATTN: LUCY FLORES • Page 13 () ym'c�jOs 0� °+ • +i°rays s° CC 00. i M n• Pso. Vi It Z woo •fit 4•of co- "•P•7. ,' • ftti,•!: J - •A Y. .+d` t,t• AGE■,r Of• § x ed •r 1— 1.•61 '.. „m•i., co owl . 'i,•'. %..1 gt..C.-1. b It Z ; Z PAAfE� i sew "s'i t. �`t f ,ffc:t:t• `■r Y 'fr ' WOO I ql�t , s a •.Qiy`4i• . '.s•°+ f q t� li Om i.t;. Q na.i'' 8 r. r4 _E yI uq Rom'. . ' ■ +S • 6 S a O CO OC O w ��•.r `4��' + r tc�, ` �,•.�0 a •� d� • ��"ea.' S w■.("I+'!` I',f)I.t;). •�r• ��M+ • �� o '° . y • 2�� t.1 r' ' �.`t) Pia °r y • ij ���~ ��tjA•of Pes ,A1 r,/,R Oy N AM 1 d1 it" al- M r0.�U»q �. A� I D7 S � .A. �{ am' . r . °14- aeo .ai a I 3 i •al a1 5+";qo q-j! 16 3di �' o w a ncYtlt MP • O\ �G-s N f o►st�rf� �s SE li p n ` �p L 0 a 000 ,H O z E,,E� rM ro n.� ¢ b • `, `O g'•�17 •N PE • 0 i . t's no a ••111 4.•O -B w + 411. • d 5--rO'3 v en RA,N1,1.r., c.• g a p d 9'4. tq A 'I ag. F'• I• u ii A 0. r Me� ..... Via` I - ; Form No. 1755 Commitment,Conditions and Stipulations COMMITMENT Conditions and Stipulations 1. The term "mortgage," when used herein, shall include deed of trust, trust deed, or other security instrument. • 2. If the proposed Insured has or acquires actual knowledge of any defect, lien,encumbrance,adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing,the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter,the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss ' incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to • eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate of interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the Insuring provisions, exclusion from coverage, and the Conditions and Stipulations of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. Any claim of loss or damage,,whether or not based on negligence, and which arises out of the status of the title to the estate or interest or the lien of the insured mortgage covered hereby or any action asserting such claim, shall be restricted to the provisions and conditions and stipulations of this Commitment. • g0 Printed on Recycled Paper DEVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS LAND USE PERMIT SUBMITTAL WAIVED MODIFIED COMMENTS: REQUIREMENTS: BY: BY: Calculations, Survey, Drainage Control Plan 2 Drainage Report 2 444,Aiti Elevations, Architectural 3 AND a Elevations, Grading 2 Existing Covenants (Recorded Copy)4 Existing Easements (Recorded Copy) 4 Flood Plain Map, if applicable 4 , Floor Plans 3AND4 Geotechnical Report 2 AND 3 Grading Plan, Conceptual 2 Grading Plan, Detailed 2 King County Assessor's Map Indicating Site 4 Landscaping.Plan,Conceptual4 Legal Description 4 List of Surrounding Property Owners4 Mailing Labels for Property Owners 4 Map of Existing Site Conditions 4 Master Application Form 4 Monument Cards (one per monument) , Parking, Lot Coverage & Landscaping Analysis 4 Plan Reductions (PMTs) 4 Postage 4 Public Works Approval Letter2 Title Report or Plat Certificate 4 Topography Map (5' contours)3 Traffic Study 2 Tree Cutting/Vegetation Clearing Plan 4 Utilities Plan, Generalized 2 Wetlands Delineation Map 4 Gin‘, Wetlands Planting Plan 4 LOIN Wetlands Study 4 1✓ This requirement may be waived by: _ `I 1 Property Services Section PROJECT NAME: 0 Fit;i 2 Public Works Plan Review Section 3 Building Section DATE: 4 /9'ote' 4 Development Planning Section PROPOSED OFFICE MAX SWC of Rainier Avenue South and SW Sunset Boulevard RENTON CENTER SITE PLAN APPROVAL & ENVIRONMENTAL REVIEW C 0 � Toy4A, etb Prepared By: Pacific Land Design Planning,Engineering, & Development Services 9709 Third Avenue N.E.,Suite 203, Seattle,Washington 98 1 15-2 02 7 (206)522-9510 FAX:(206)522-8344 E-MAIL:pacland@pacland.com March 24, 1999 Renton Center - Office Max • - • Renton\r , Washington N t S 117th PI S 118th St '', N.,,, S 12 th St \as N th St ; S 121 st St rt .4c — QNW7thSt r N7iSt z y -)LIk r co ~ '~ N 6th StZI , S 124th St (n > 1 1i t z , z > o m m v - .. '` 0 a) z Q. z = . S 128th ^ s 128tr�st z zR J to " I � - m m _ t z _ z . ' 0 Q a t �' a Q - c L. a� �9? (Air �\ ca N rd St i j S 13)th St °}' m Airport Way S S -2nd St V NW 'nd S r �\ N 2n. St -� S TliiiCUM St At k•.S °binSt ijIT1I ? S? St$ $t 34 2nd Stof ffilS Rd S rd St _ , 4 it 4.__-St yeo■s 4r• ° W a' 5w,.---7S 'rQ � Q O 4Q5 --� j C th at t St ~S ,I _ , SW 7th St a� }} i Q v) Waus Grad / o swi t / • / t — Q ar � al S 5th S', F- � . --� SW 16th St �� !�j 0 SW 19th St phi , st .,-... rQ �. �{ ,_. ,e. rs ti, ._ 8 S 0 mi 0.2 0.4 0.6 0.8 nucmmaftc.rri. Streets98 Copyright©1988-1997,Microsoft Corporation and/or its suppliers.All rights reserved. Please visit our web site at http://maps.expedia.com. 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DATE BY REVISION DESCRIPTION DESIGNED BY: ISSUE DATE Pacific Land Design PROPOSED OFFICE MAX- DRAWN BY: PaC690..•.Debpre•s• R.0 PROJECT NO. 97093rd AVE N$SURF 203 RENTON CENTER NEIGHBORHOOD DETAIL MAP PC-0 CHECKED BY: ggfi.11 WA 98f15-2027 .Bc a06)s22-9510 FAX a06)5u-0344 RENTON,WA ' Proposed Office Max SWC of Rainier Avenue South & SW Sunset Boulevard Proposed Development: The project proposes to develop (Parcel C) at Renton Center (Fred Meyer Shopping Center) by constructing a new 23,528 SF Office Max Store. Landscaping, parking, and utility facilities will be constructed as necessary to support this store. Project will utilize existing ' infrastructure built by Fred Meyer. Project Location: ' The project is located at the southwest corner of the intersection of Rainier Avenue South and SW Sunset Boulevard. ' Site Area: Parcel C is 80,500 SF (1.85 Acres). ' Building Data: Approx. Floor Area Max. Bldg. Height Construction Type Sprinklered Office Max 23,528 27'-2" top of canopy V-N Yes 22' top of masonry ' Zoning: Commercial — Arterial. Comprehensive Plan Designation: Employment Area — Commercial tSite Access: The proposed project access will be provided via driveways on Rainier Avenue South, SW Sunset Boulevard, and Edwards Way. No new accesses are proposed. 1 Utilities: I Existing water, sanitary sewer, storm drainage, electric power, natural gas, and telephone services are in place within the site and along the project site frontages. ' Stormwater Management: The project site is approximately 95% covered with impervious areas, such as existing parking lots. The proposed development would not increase the total impervious surface coverage. Water quality enhancement for this project already exists, per the Fred Meyer site, ' in accordance with the 1990 King County Surface Water Manual, as adopted by the City of Renton. 1 1 1 Proposed Office Max SWC of Rainier Avenue South & SW Sunset Boulevard ' Construction Mitigation Narrative Proposed Schedule: ' Begin construction June, 1999 Construction complete March, 2000 ' Hours of Operation: The construction activities are anticipated to begin at 7:00 am and last until 4:30 pm. It may be necessary to perform construction work at other hours as necessary to accommodate weather conditions and the project schedule. Proposed Hauling Routes: ' Construction traffic will utilize Edwards Way and Rainier Avenue South. Traffic Control Measures: ' Construction traffic will not utilize SW Sunset Boulevard or Rainier Avenue south for site access during peak hours. Erosion Control Measures: Erosion control measures will be implemented prior to the onset of construction activities. These measures will be designed in accordance with the Best Management Practices described in the Stormwater Management Manual for the Puget Sound Basin, published by the Department of Ecology. The project site will be sprinkled with water as necessary to control dust during earthwork operations. t r r rncaconst.rpt 1 Drainage Narrative ' • The project proposes to develop a new Office Max, with a building footprint of approximately 23,500 square feet. Also proposed are infrastructure and landscaping improvements. The site consists of approximately 1.85 acres, and is located at the P subjectpP Y SWC of Rainier Avenue South and SW Sunset Blvd. at Renton Center, Renton, Washington. Proposed construction includes the following elements: 1. Storm drainage pipe; 2. Earthwork to adjust grades on site; 3. Utilities for buildings (water, sanitary sewer, gas, power, telephone); 4. Asphalt pavement; 5. Concrete Sidewalk. . • The subject property is part of an existing shopping center with adjacent property developed with Fred Meyer, various retail stores, and associated improvements. These improvements drain to various catch basins in the shopping center and collect to a detention facility on the • SWC of the Fred Meyer building. The on-site runoff then discharges to the public storm drainage system in Edwards Way. Thle proposal would collect surface water and convey directly to the public.storm drainage system. Storm drainpipe will be smooth walled corrugated plastic pipe or reinforced concrete pipe with a Manning roughness coefficient of n=0.012. Catch basins will have a sumpat the base to collect silts. See the attached storm drain plan. Project Narrative ENVIRONMENTAL CHECKLIST City of Renton A. BACKGROUND 1. Name of proposed project, if applicable: Renton Center Office Max 2. Name, address and phone number of applicant: Tim Matz _ Cahan/Matz Properties, Inc. 30021 Tomas Street, Ste. 300 Rancho Santa Margarita, CA 92688 (949)459-2139 3. Name, address and phone number of contact person: Rhonda Dehler Pacific Land Design 9709 Third Avenue NE, #203 Seattle,_WA 98115 (206)522-9510 4. Date Checklist prepared: March 24, 1999 5. Department requesting checklist: Department of Development Services 6. Proposed timing or schedule (including phasing, if applicable): Construction start: June, 1999 Project Completion:March, 2000 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. Proposal includes all planned development for Parcel C. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. ENVIRONMENTAL CHECKLIST - PAGE 2 Preliminary Storm Drainage Report for the proposed project has been previously prepared by the Fred Meyer Site. Project site Geotechnical Engineering Evaluation has been prepared by AGRA Earth & Environmental, see attached. Topographic and Boundary Surveys have been prepared by RCA/Huitt Zollars, see attached. Erosion and sediment control plan will be prepared prior to project construction. A Boundary Line Adjustment has been prepared by RCA/Huitt Zollars. Phase I Environmental Site Assessment has been prepared by AGRA Earth & Environmental. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes explain. No 10. List all governmental approvals or permits that will be needed for your proposal, if known. City of Renton Site Plan Approval. City of Renton review and approval of building and site improvements. 11. Give a brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. The project proposal includes the construction of approximately 23,528 SF of new retail space. Associated parking, landscaping and infrastructure improvements are also proposed. The site had been previously designed to accommodate similar development. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project; including a street address, if any, and section, township and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. ENVIRONMENTAL CHECKLIST - PAGE 3 The project site is located at Parcel C of Renton Center in the SWC of Rainier Avenue South and SW Sunset Boulevard. B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (underline one): Flat, rolling, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope?) The project site is an existing shopping center. The slope across the site is approximately 2%. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any.prime farmland. The site consists of undocumented fill over loose to medium sand and gravel with varying silt content. According to the USDA Soil Conservation Services, the soil consists of the Beausite Soil Group. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source of fill. Approximately 100 cubic yards of import fill will be used to construct the sub base below the proposed building. Imported materials will be obtained from an approved and permitted gravel pit. f. Could erosion occur as a result of clearing, construction or use? If so, generally describe? The project site has been previously paved, therefore, significant erosion is not anticipated. However, temporary erosion and siltation control measures will be implemented to minimize short- term construction impacts. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? ENVIRONMENTAL CHECKLIST - PAGE 4 Approximately 95% h. Proposed measures to reduce or control erosion, or other impacts to the earth, pp if any: See above Item f. 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Dust and vehicle emissions during construction. Vehicle emissions after construction from customers visiting the retail facility. b. Are there any off-site sources of emissions or odor that may effect your proposals? If so, generally describe. No c. Proposed measures to reduce or control emissions or other impacts to air, if any: Site will be sprinkled with water during construction as necessary to control dust. 3. Water a. Surface. 1. Is there any surface water body on or in the immediate vicinity of the site (including year-around and seasonal-streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No 2. Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No 3. Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. ENVIRONMENTAL CHECKLIST - PAGE 5 N/A 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No 5. Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. Ground. 1. Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No 2. Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. N/A c. Water Runoff(including stormwater). 1. Describe the source of runoff(including stormwater) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Onsite stormwater runoff from the paved surfaces is presently collected and transported via a system of curb, gutter, catch basins and underground storm drainage pipe. This runoff connects into the existing Fred Meyer storm system as approved by the City of Renton. 2. Could waste materials enter ground or surface waters? If so, generally describe. ENVIRONMENTAL CHECKLIST - PAGE 6 No d. Proposed measures to reduce or control surface, ground and runoff water impacts, if any: Onsite storm water detention mitigates impacts on storm water g p runoff quantity. 4. Plants a. Check or circle types of vegetation found on the site: X deciduous tree: alder, maple, aspen, other X evergreen tree: fir, cedar, pine; other X shrubs/brush X grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other other water plants: water lily, eelgrass, milfoil, other types of vegetation b. What kind and amount of vegetation will be removed or altered? The project site has been previously cleared and graded. Two landscaped islands will be altered as part of the proposed construction. c. List threatened or endangered species known to be on or near the site. None d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: The project site will be landscaped in accordance with City of Renton requirements. This landscaping includes altering two landscape islands in front of the proposed Office Max. 5. Animals a. Circle any birds and animals, which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: mammals: deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring, shellfish, other: b. List any threatened or endangered species known to be on or near the site. ENVIRONMENTAL CHECKLIST - PAGE 7 None c. Is the site part of a migration route? If so, explain. No d. Proposed measures to preserve or enhance wildlife, if any: See item 4.d. above. 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electric power and natural gas will be utilized to support the proposed retail facility. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No, the proposed building height and setbacks are within zoning requirements. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: The project will utilize the most energy efficient mechanical systems practical and will comply with the requirements of the Washington Non- Residential Energy Code. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. No. This project will meet all applicable health and safety standards. 1. Describe special emergency services that might be required. N/A 2. Proposed measures to reduce or control environmental health hazards, if any: ENVIRONMENTAL CHECKLIST - PAGE 8 N/A b. Noise 1. What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Traffic noise from nearby roads, freeways and other businesses should not affect the proposed parking lot redevelopment. 2. What types and level of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short term construction noise. Long term noise from customers vehicles and freight unloading at variable hours. 3. Proposed measures to reduce or control noise impacts, if any: The altered landscaping proposed in the parking lot will not affect the noise impact. This landscaping will be designed in accordance with City of Renton requirements. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The project site is currently developed as a future pad within the Renton Center. The adjacent properties are a mixture of office and commercial uses. b. Has the site been used for agriculture? If so, describe. There does not appear to have been any recent agricultural use. c. Describe any structures on the site. The project site is currently a shopping center, with a mixture of office and commercial uses. d. Will any structures be demolished? If so, what? No e. What is the current zoning classification of the site? ENVIRONMENTAL CHECKLIST - PAGE 9 Commercial Arterial f. What is the current comprehensive plan designation of the site? Employment Area-Commercial g. If applicable, what is the current shoreline master program designation of the site? N/A h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No i. Approximately how many people would reside or work in the completed project? Approximately 8 people will work at the completed project at one time a total of 40 people will work at the store. j. Approximately how many people would reside or work in the completed area? Same as above. k. Proposed measures to avoid or reduce displacement impacts, if any: None I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any. The proposed development is consistent with the current zoning and the Comprehensive Plan designation. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. ENVIRONMENTAL CHECKLIST - PAGE 10 None c. Proposed measures to reduce or control housing impacts, if any: None 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building materials(s) proposed? The proposed building height is approximately 22 feet. Building materials are anticipated to consist primarily of concrete masonry. b. What views in the immediate vicinity would be altered or obstructed? The view of the existing vacant land and parking lot would be replaced with the view of a new retail facility. This development will include landscaping, pedestrian facilities, and other amenities not present on the undeveloped parcel. c. Proposed measures to reduce or control aesthetic impacts, if any: The project site will be landscaped in accordance with City of Renton requirements. This landscaping includes alterations to existing landscaped islands. 11.. Light and Glare . a. What type of light or glare will the proposals produce? What time of day would it mainly occur? The parking lot is currently illuminated during evening hours.. Also, vehicle headlights currently produce light and glare during evening hours. b. Could light or glare from the finished project be a safety hazard or interfere with views? Lighting already exists within the development. c. What existing off-site sources of light or glare may affect your proposal? None anticipated. d. Proposed measures to reduce or control light and glare impacts, if any. Lighting already exists within the development. ENVIRONMENTAL CHECKLIST - PAGE 11 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Sidewalks are present along Renton Center frontage. b. Would the proposed project displace any existing recreational uses? If so, describe. No c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state or local preservation registers known to be on or next to the site? If so, generally describe. None identified. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None identified. c. Proposed measures to reduce or control impacts, if any. None 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The project site is accessed via Rainier Avenue South, SW Sunset Boulevard and Edwards Way. b. Is site currently served by the public transit? If not, what is the approximate distance to the nearest transit stop? Transit service is presently provided along Rainier Avenue South and SW Sunset Boulevard. ENVIRONMENTAL CHECKLIST - PAGE 12 c. How many parking spaces would the completed project have? How many would the project eliminate? The proposed site will provide approximately 117 parking stalls. The project would eliminate approximately 51 parking stalls. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No use is anticipated. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur.. See the attached Transportation Study, prepared by the Transpo Group. g. Proposed measures to reduce or control transportation impacts, if any: None. Project has a Metro bus stop on SW Sunset Boulevard and Rainier Avenue South. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. The project will require police and fire department protection. b. Proposed measures to reduce or control direct impacts pacts on public services, if any. The project will be designed to incorporate automatic fire detection and sprinkler systems and will include in-store security systems. 16. Utilities a. Underline utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. ENVIRONMENTAL CHECKLIST - PAGE 13 b. Describe the utilities that are proposed for the project, the utilities providing the service, and the general construction activities on the site or in the immediate vicinity, which might be needed. The project proposal includes the extension of power, water, sanitary sewer, natural gas, and telephone services onto the project site. C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the City is relying on them to make its decision. Signature: DateSubmitted:Subm tted: ENVIRONMENTAL CHECKLIST - PAGE 14 • Hn 7 — 1` A�NUE �! / ��'``�` - - /,J_ it - _ --- sTA7F�AD�S • r a:,�1..1.a i i ' it: • , I a _ �_ ;,,i y PARCEL � °[�! i I If. cj _ ._ .. Sf TE PLAN_INFORMATION 3 j 1, i\%:-f�— t•..I I r—� r 1 r�1� r--J .I _ai'`',:-1; __ „i / / i t=fiasros /// ' -•__ _ L 1 BUILDING SQUARE F0011- _— ----- 1 L_::J-•__ -+-- -� --J — _ GNNx t/Ax-z3s�6 sF ___-_ __ _ ~__ __;�— — _ ___ —.t._ __ ___ _ __ - __ 9j. (/ y;: ` EL FRED YETLR-173,671 SF ,_�.:' _ - --� - {Jt 1�` ' � E L Aaum+T BINDING=n.666 s '-n-r -7(_ :-.- ---_'-. -�� ^. - l I_ _ C' EX 6IIDNG.p.098 SF `Ir_.17--Nr..:�--I I_ll_ II_.L__II-_�_If:I Nr__1__ Ir_ I�-II:_- 1 r II__ --lt-,:.-- - - 1-' -- ---{ -- __-_ ._-- ExBDIDNc- 74es ,279 SF II-- �j ,1 r 1--I I .I,-- 1 �/ _���� OLUDwG.4 `- �� C--= �f =_ _ _--- - -_ - _ f I - ___ _-- _-`:_ --i_ =_ _ - -_- EC BIRDWc=S2fi,Si • _ : _LL --- :_f _ _ ;- __ _ - = ..® .0 0 _ _ i _ ;= LOT COVERAGE �\� 77T _Tt23 _T.EBBING PARING_ ! -` _ -- -;-- - - O BEy _ - `__ - _ - T /_ i ► - - - _ - _M:T7 �3'-_: -- �• ,, _,j G IAfmSfMHC COVERAGE �=" C L� _ - I, I __.._ =t ;.r; I PARKING 24.44 PROPOSED PARING �� `•S: - - 6TA1d1ARD.113 STALLS m L. ---Ti / e t :r ; 1.>.;'•. ;� ':a M. N�.M ¢. PS - - r:II I1-F' . �-T-As - \;, I 1 _ Sq3 1,\ �. LANDSCAPING I-_. I .•. u5 -r/ I/ o PAIIXNC LOT AREA.57.058 Si . ` LI I - - 2' I 7 TOTAL Ep511NG LANDSCAPING=4,455 SF u I III ll _-_ __ I _ --- TOTAL PROPOSED IAVNOSCAPING.1,838 Si . ,t \ -- I _ -- r 1• - - PROPOSED / PARING LOT Agee-57,058 Si - N _ .:V.I Li = OFFICE MAX / // - - _ SF-23;578 SF \,, : . ‘. \ ����? I :.y.' BUILDING HEIGHT /I I 1.•:•'.^• ... • // PROPOSED WRONG HEIGHT-22 FI -- • •\ • • / SETBACKS ♦.i L• REL 1FD i' i/ ON.MONO SEIBAIX-10 FT \ \. \'-----', --- 30� p,. • PROPOSED BUXOM sE BAa=FT, Fr r • —1 _ • 9 - \\, N - E71571NG PARING ��_ _ 96.OB ® 1 Y t —�J _mSZ831'.311 16209' - GRAPHIC SCALE 'R-1509.09 - - -- - EDWARDS WAY CA' Eam7I l -eo rt NO. DATE BY REVISION DESCRIPTION DESIGNED BY: ISSUE DATERD Pacific land Deaf n PROPOSED OFRCE MAX DRAW BY:-PRD•ECT NO.0 �` RENTON CENTER SITE PLAN C-1 1 • CHECKED__ SGBY: 9%411 1206) WA991- RENTON,WASHINGTON GRAPHIC SCALE 9 - - /"' ! __ LANDSCAPED $ T"3 pp i °- _ 1. PLANT MATERIAL li w I rm i - i I ..,,. i err'; r 1) I _e'�; - 2-JUNIPERUS CHIN SIS -OLUMNARI%- . . CHINESE BLUE C LUM JUNIPER, 5 6 FT. / 1 IN FEET 1 vo E _ F -' �,. _ _ ._ •. 9NUSMUGOMU /MU0PINI Inch- 00 n ' -_ ' _ �' y I �( IL fff1i1tII I.' . ^ i 3I5 I-- `" :,. . i --//f ' 260.1-1986) AND WASHI GTd STATE STANDARDS HMI I- -- ' :j' .A.4["I�' NURERY STOCK ORDER Nam. ALL PLANT MATERI' ___ �t rw '.r ` �r SHALL HAVE SUFFICIENT OTi VELOPMEN-TO AS R !!•(} i 3�, �a 7 ii VICINITY MAP SURVIVAL AND HEALTHY 0 + ��: ` __ _ ' _ ' ��, SCALE 1° = 250' JI I i I II__1 1 I `•r�i,. y 3. SCARIFY SOI TO A DEPTH$(F J.'"AT HACH PLANING -1 l- ` �T'•- `"* BED. PROVIDE •TOPSOIL ¢1 ISfk�^GRAD$SHALL BE 2° SW 5TH PL IT" / :S✓, BELOW TOP OF RB. , E •. a, �1 l I N ISTI/.' PLANC N B ATCH•I C a = 11 lig2 cLi f� T�Y E FD ,pry ° `� -�TAKE�RE€ WI 2-STAKfS:-�-.-;1 > G558 19 ;06 W 45.41 i ! -I- '-1-,1 i i L'!�i I I `, =.,�k 4 t .-C- - -1£ - \ 'c---------------§L:GONNECT-T(fXFSTW�-IRRI IIQN=�YS --Rit0�1D4------ (v ' EQUIPMENT AS 1�QUIREDIFOR U/ 1ERgGE AT EAJ H I . (0 TIT_. ___ 0. 1 RIM= 99 5 t. \- f_'i ♦.5NDSCAPE ISURID!! i I✓., I NOTES • D 03 I ; a ASSUMED i_✓ . I,} I, I • I O" 1--JUNIPERUS CHINE SIS+COL NARIS '• ° I FF=100.001� -'• ;'1 - _; ' r_ GLINESE BLUE CC LIMN JUNIeER I ( i 1. CFONRTR A TOR SHALL REFER AND ARCHITECTURALDIMENSIONS PLANSj.OF , I y W._ 1 \ METER _-- t I TO __ � i SLOPED PAVING,EXIT PORCHES,RAMPS&TRUCK DOCKS, i' i` • "� - r- 1°DOM. I 4,:� PRECISE BUILDING DIMENSIONS AND EXACT BUILDING • m;; 1 ' " i c FIRE P ° IT' . �:1 „IF-- I -P t4.1 UTILITY ENTRANCE LOCATIONS. _ -[ _ DOMESTIC r 2- REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, lir— _-- --: - -.- ABAN� ° - '`"' "_ = - - I% ; I. DIMENSIONS OF PROPERTY LINES,BASIS OF BEARINGS& r • _ - ` BENCHMARK INFORMATION. (SEE SHEET CS-1) •N � i -_- --__'' - �L�\����\ � �� � ' `+ ° � �111 �� -'�tP.' " r f' 3. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF O ��`�� `I • IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT I! I '`\\\\\�.�� I I ! I I ! !■ \�`� -r l ! RELOCATE' ' I I f I I I i I I % �� t UNLESS SHOWN OTHERWISE. r ©TYPE I CB \` ),\ ! �a`i i I • ;r i ®RIM= 98.1 s� RDL'AND ABANDON PROPOSED 1_ 4. SEE SHEET C 1 FOR SITE DIMENSIONS. i i } IF- '- aPROPOSED �v 5- INUS MI 0 MUGO FOOTING-- __ - p - I MUGHO PINE 4 1.5% \ DRAIN' r:j OFFICE MAX 5. STORM DRAINAGE PIPE WITH LESS THAN 2r-0°COVER m I f \ SF=23,528 SF SHALL BE CLASS IV REINFORCED CONCRETE PIPE,OR !'''I I RIM= 100.0 \ r • f FF=100.00(TO MATCH I� .i__.__ ABANDON APPROVED EQUAL TO SUSTAIN H-20 LOADING; \ o CONCRETE MIT ADJACENT STRUCIURE� REMOVE $; r' PER ARCHITECTURAL PLANS 'i'-- SS °c 1 `T LANDSCAPEi'. 6. CATCH BASIN INLET PROTECTION SHALL BE USED FOR it li • _.•_ TYPE I CS \'• ALL NEW INLETS. r_; RIM=95.9 \�' ., ;'RELOCATE ABANDON �5-PINUS MUVOi MUGO _(n Iy" \�`�..� TRUCK DOCK1 MUGHO PINE ; is-- __ 7. REFER TO THE FOLLOWING SCHEDULE FOR DETAILS. N = - ---- ------ -- -- --- - -- ------. __ .. .__._\\' i�0 \` TYPE I CATCH BASIN © O --h 1 ����\���\����‘�\\������\�\\\�\�\\\\\`ti��\�1�\‘\��„„.. ._ O ` '�IF' TRASH ENCLOSURE ,, 1 i i TRENCH BACKFlLL DETAIL i © co I i I,j `i 'iI i j I j—i i;• { i ' ® 1 ii'Pi -_ j SAWCUT,REMOVE,AND REPLACE 1-JUNIPERUS CHINENSS�COLUMNARIS' I I-`- ---- 1'1; UMITS OF CONSTRUCTION. ',; I WITH NEW ASPHALT CHINESE BLUE COLUMN JUNIPER Y3 8. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT `.I I! MCI-I -- _-, -•-' - I i g - THE DESIGN TOP-OF-ASPHALT GRADE,UNLESS OTHERWISE i- g SPECIFIED. i I i'![fit .- p NO. DATE BY. REVISION DESCRIPTION DESIGNED ISSU Rm BY: E DAZE Pacific land Design PROPOSED OFFICE MAX a DRAWN BY:NeD }Y� Wombs•°`traot5 RENTON CENTER GRADING, DRAINAGE, UTILITY C-2 5 PROJECT Na Q AND LANDSCAPE PLAN CHECKED BY: S%4fl aal ""98115.2027 RE ON,yyASFIINGTON I • ' F:\WA RDITO!\CAHAN\RNCA28Y1.Ar ( o F GL rr CJ Qa a O O FRAME AND GRATE O / • VI p (INSTALL W/MNGE J• O . N DOWN OR CAST IN1D Y.A 5 CO'-' / Rat) W w • OX NOTE NOTE MATERIAL THICKNESS IS COMPACTED OEPIii G SUITABLE ON-STE SONS APPLES TO ALL SECTORS O FREE OF DELETERIOUS MATERIALS PRECAST BASE SECTION "' MAY BE USED FOR SUBBASE PROVIDED . N 0 f• (EASUREYFNT AT THE SOILS MEET REQUIREMENTS IN 44, O PROJECT SPECIFICATIONS. - TOP a THE BASE) 1-/3 BAR HOOP z CLASS'B'ASPHALT CONCRETE 'KT 72• WEARING COURSE .. n (MOOT STD OPEC 5-04.2) 6'RISER SECTIONce o om z ^•—It e w n4V°., 0,e ,2 2°•. CRUSHED SURFACING TYPICAL KNOCKOUT 12. J• -- . ('ASDTOP OCSN SPEC 9-019(1) liOMwER 2.MIN WALL WRYN �• tar =4. COLIPACIE SIB:KADE J• /.� v�, f' STANDARD DUTY PAVEMENT I.3 �o OP NTS O > Tr V 2-13 BAN BAR +EA.WAYPROVIDE 18•MINIMUMDEPTH COMPACTED RISER SECTION " GRAVEL BACKFILL FOR PINE BEDDING - 0 h.,-CL BELOW CATCH BASINS Li ^it a2a<� TYPE I CATCH BASIN DETAIL 2 A E E N NTS q o il UAL PAVEMENT SECTIONS ® aSLOPE TRENCH w CA SDES PER OSHA I SELECT FILL LANDSCAPE NOTES REOIREAIENTS II— -II DETECTABLE BA MO Ilk I I.REMOVED. OVED.COSTING NELAW LANDSCDSCAPEAPE TO BE TAPE I£TO 18• 7A'— -I BE PLANTED AS OWN ON PLAN. BELOW FINISHED ,..,,Hall- I I-I - 1-1 'I I • GRADE 1 i I 2. PLANT AIATERIAL 2-JUNIPERUS CDNENSS•COLUMNAR'S•/ CHINESE BLUE COLUMN JAPER, 5-6 FT. X Z 9-PINUS YUC0 MUGO/MUCHO PINE. 1 GAL Q CPIPE BEDDING 10:11110 , 2-4'GATES 1. PLANT MATERIALS SHALL MEET MN STANDARDS O J CTILE IRON WATER PPE 6'ION GAMES /' DATE STOP SET (ANSI 260.1-1986) AND WASIINCTCN STATE W ~ Q o IN CONCRETE STANDARDS FOR NURERY STOIC(ORDER N0.1627. ALL , -�`%' ° PAVEMENT FOR OPEN .PLANT MATERIAL SHALL HAVE SIFFIDENT ROOT 3' \ / 5. ARID CLOSE POSITION DEVELOPMENT TO ASSURE SURVIVAL AND HEALTHY IL j; _I SELECT FM:MATERIAL SNAIL BE FREE COMPACTED NATIVE MATES& PIPE HMG UATERIAL SHALL BE PER 1I GROWTH. W U,,' OF LARGE ROCKS(3,4)AND STALL BE BARBERS WHDTH WSDOT SID.SPEC 9-0115 AND SHALL BE 4. SCARIFY SOIL TO A DEPTH OF Ur AT EACH 0 U<' O PACED IN 8•MAX LOOSE EFTS AND =GREATER CF 10• SHAPED TO 11E BOTTOM IT THE PIPE PLANTING BED. PROVIDE 4•TOPSOIL AMOR GRADE �j COMPACTED TO 90%OF MAX MP' OR 1.5 D+1B• NONE HATER SEIIENG AND/OR ME(NAMCAL SHALL BE 2'BELOW TOP OF CURB. 0 Z 7 W PER M000IED PROCTOR TEST COMPACTION SHALL BE REQUIRED W O ZQ(ASS D1557) FOR AU.TRENDIES 5.PROVIDE MIN.2•MULCT IN PLANTING BEDS. MATCH (n F. Z J TYPICAL TRENCH 6'HIGH MU WAIL - e, TYPE OF MULQI w EXISTING LANDSCAPING. O W Q w AND BEDDING DETAILS O 6. STAKE TREES wTx MIN 2 STAKES. °-_Z U PITS 3 7. CLNNECT 1D EMSIING MRIOATION SYSIELL O W F,n PROVIDE EOIIPLENT AS REOURED FOR FULL COYEAASE CC )Z AT EACH LANDSCAPE ISLAND. 0- NOTE REFER TO SHEET C-2 FOR GRADING ELEVATIONS. I y RECYCLABLE MATERIALS / WASTE STORAGE O C-3 - • • • Concept Site Plan 1, I ........:.:_......._._________ bp• i . • Q Sf 7 - _ -_ - w..-- J e1 9Q , \ ./ g • f a " `-- O , .,Ab0 , � ,m Efi y ua',AMC •_• _ - go nw m. 'O PIOTORGYCL I � -- :-_.:„,-„, „„„5, Iiã _' JACK IN NE O,Ox\ Iiii Vic AA, - - a� / 4, if w • _ cl 1, ,,,,. (' ., A u YID- "'�"'R�-��aV`a, �i� ..:N f f►� i1111101 1:7 ' u / .. ASi/ii mr snr A: 1 f - 8', L, PARCEL Vii, PARCEL A 'ARCEL B ` go; o i I sy_esi• Ie o i 1011-1IT ?•12 anewevo-ors: '''''' \\ uz-�u I / ' co co` -----..marew ..+aozaN -•- `� r Iliu = i - - Architect--•- ii _ _____._ SDIARQS VAT ..:rit.____._____ C NORTH Ell LSV0110 W t,10 1_ Cahan INENEmimimmiimmit Propertiesrk 111 W .r Ga flEtNITE pWR4W��°3�N OP ITS.E.S . m s • RENTON, WASHINGTON Seale:1'-60' ' " °°''"'-"" DD1 • . .• Concçpt Floor Plan• . . r.. . . 4 4 Q .Q 4 4 Q . fil•- i I VFW I I i I i i i i i • i i '' i i i i I Q ------�-----------! i i i i • o I I I I HAW • • 1� �i i i i • w• � .,, , o-� ------ ' ws`.'J"'4 ------- �---- -- --------- ----- -- ----d.�: tea° __ s iL ®LL ND INUI.41.3. 9 ; I I •I . ® tea .._ Gmoo maaaruemi. --- ------------- --------------- .m._ -ems--"_-_ ., ., I I I I m I I I Q laz.a P I i I o I I I I I If `•" •I tn "' A I I I I I I T s I I I - I I I Architect a Z I I I I • I rq`n CF7 a FLOOR PLAN ''`'S.r, o Ei 74 Cahan Properties I par4�rQSb�p 13 RENTON, WASHINGTON Scale:UB•-r-O" 1.01311.0 .LI 2-M : DD2 T Q ��• Qcommas Concept Elevations ..°,..w Y%=s am '•_,,... 1 ` ` CJ ,-,g-:` - ,-.;,--,-'6='--,7.-- / .. o' ';M.El.. ' ,.,- ®: x . ....;-, ;. .» -• FINISH SPECIFICATIONS_ :.a = I�; _AIMT.': ....- •- ,r',. 7:,..7.2....f.1...1 12%....c..,--....,:.-1.1IL...;.0' 9s'6-10•1•0oP.......,1.':..z..1r1A''P''A,-.'U_;"W-='AII..,,A,L,,.....0r: ;t..vavirg.-...-..5;....,F.,.7.:.,,.-.-...-,„-.,.:7,,.,4-..:-..).,.7,..:A,-1. ,,,,.,...4....-..,-.....„v.f,.,....,..,".,.... ,,;..-.,% .11 W. ® ®:: 4; R":.1'll: •,ILLa •GIYWa1.v0Yallw.°Z .M.PORY,®,ut .fbMlrlWYo yY II.Itl..O I 1'^ ----,-- -.:----2--- - 4,1- ail a, , , ,„ •,_,„ _ , ,,,,„,„ . ma0ca. mammy woo 1��;� emu114.01.00/11 • (TN ELEVATION �� � T To,e T T T T ..i ,m. „ . I WWI 4•W° � n n o .na I/ 1 — Y ar�4m. ' - — —_ u j ..Y��,w, u4 ONORTH ELEVATION o�... pp.4S :$ T T � ,wm. 7 T T 7 T I .�.' I I Iuze. I m. oMYDWI .R O.oOUTH ELEVATION I i T T T T VI . °. ,I.10Fr'IMILL:71.F1-\ -1-2..._ r m•u f fg.:"'"'"'" r , el � IF ./':M1A f A. ................... m.Ymlo Do ch . y' ...➢.,V.HI II[ va � smnmY • a s f: 01 �.u�nww ,�, "" �'$ ,,. ^.d.' . Architect z „a,,tt A,'.-,,,r,,': t:=VE o ®iti r wrrrw..•_ , ,;, :a:..�;;.-,:; • Q E. Sn Y� i wmnir, a-.: a E . ��< J ---- -— ——.- »,:$ PLAN NEW fa,SECTION VIEW _ 3 ,,.;,., 4 EAST ELEVATION ... 5 BATTEN DETAIL # 00 ICJCahan Properties ° v � " ° PaI TIERS °E s P'n(1R°4WG6°3�b�f? A1tHITECTS.E.S 00 t ■it I . °.2„,.,, � P RENTON, WASHINGTON �°°' °��'� DD-3 lC i 11. GEOTECHNICAL ENGINEERING REPORT RENTON OFFICE MAX RAINIER AVENUE S. AND S.W. SUNSET BOULEVARD RENTON, WASHINGTON • is Submitted to: Matz Properties 30021 Tomas Street, Suite 300 Rancho Santa Margarita, California 92688 Submitted by: AGRA Earth & Environmental, Inc. 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington 98034-6918 1, I V D APR - 5 1999 PACIFIC LANC April 1, 1999 8-91M-12652-A 1 ' �• � AGRA ENGINEERING GLOBAL SOLUTIONS VV RA AGRA Earth& ENGINEERING GLOBAL SOLUTIONS Environmental,Inc. 11335 NE 122nd Way Suite 100 Kirkland,Washington USA 98034-6918 Tel (425)820-4669 April 1, 1999 Fax (425)821-3914 €l; 8-91M-12652-A L> Matz Properties 30021 Tomas Street, Suite 300 Rancho Santa Margarita, California 92688 C J Attention: Mr. Tim Matz LSubject: Geotechnical Engineering Report Renton Office Max Rainier Avenue S. and S.W. Sunset Boulevard Renton, Washington Dear Tim: AGRA Earth & Environmental, Inc. (AGRA) is pleased to submit this report describing our geotechnical engineering evaluation for the above-referenced project. The purpose of our evaluation was to derive design conclusions and recommendations concerning site preparation, foundations, floors, drainage, pavement sections, and structural fill. As outlined in our proposal letter dated December 2, 1998, our scope of work comprised a field exploration, laboratory testing, geotechnical research, geotechnical analyses, and report [ preparation. We received your written authorization for our evaluation on December 11, 1998. However, due to right-of-entry requirements and issues with the purchase and sales agreement, we were not granted notice-to-proceed with the project until March 8, 1999. This report has been prepared for the exclusive use of Matz Properties, Office Max, and their consultants, for specific application to this project,in accordance with generally accepted geotechnical engineering practice. We appreciate the opportunity to be of service on this project and would be happy to answer any questions you may have. Sincerely, ith S. Schembs Project Geologist Distribution: Matz Properties (3) Attn: Mr. Tim Matz S:\WORDPROC198 Projects\Seattle112000s\12652\RentonOfficeMax.wpd TABLE OF CONTENTS 8-91M-12652-A j 1 1.0 SUMMARY 1 • 2.0 SITE AND PROJECT DESCRIPTION 2 3.0 EXPLORATORY METHODS 2 4.0 SITE CONDITIONS 4 4.1 Development Conditions 4 4.2 Surface Conditions 4 4.3 Soil Conditions 4 4.4 Groundwater Conditions 6 4.5 Seismic Conditions 7 5.0 CONCLUSIONS AND RECOMMENDATIONS 7 5.1 LIQUEFACTION POTENTIAL 7 5.2 Site Preparation 7 5.3 Pile Foundations 8 5.4 Floors 12 5.5 Drainage Systems 13 5.6 Asphaltic Pavements 14 5.7 Utility Considerations 15 5.8 Structural Fill 16 6.0 RECOMMENDED ADDITIONAL SERVICES 17 7.0 CLOSURE 18 Figure 1 — Location Map Figure 2 — Site & Exploration Plan Appendix A— Field Exploration Procedures and Logs Appendix B— Laboratory Testing Procedures and Results 4 S:\WORDPROC198 Projects\Seattle112000s\126521RentonOfficeMax.wpd • GEOTECHNICAL ENGINEERING REPORT 8-91M-12652-A RENTON OFFICE MAX RAINIER AVENUE S. and S.W. SUNSET BOULEVARD RENTON, WASHINGTON 1.0 SUMMARY. The following summary of project geotechnical considerations is presented for introductory purposes and, as such, should be used only in conjunction with the full text of this report. • Project Description: Development plans call for constructing a new 23,528 square-foot Office Max, that will measure approximately 116 feet wide by 198 feet deep, and will have a finish floor elevation of 100 feet (matching the adjacent structures). In addition, the building will have a two-bay loading dock. • Exploratory Methods: We explored subsurface conditions by drilling three hollow-stem auger borings at strategic locations across the project site, to depths ranging from about 26Y2 to 36 feet below existing grades. We also reviewed the logs of five subsurface explorations previously conducted on the site by AGRA, including three hollow-stem auger borings and two mechanical cone penetrometer soundings. • Soil Conditions: Soils underlying the site generally consist of 2 to 5 feet of fill overlying 18 to 20 feet of interbedded very loose to medium dense sand and very soft to medium stiff silt, underlain by a dense to very dense, interbedded sand and gravel. • Groundwater Conditions: Groundwater was encountered in all of our borings at depths ranging from 6 to 10 feet below existing grades. These elevations may represent yearly high levels, and actual depth to groundwater may be lower during the drier summer and fall months. • Liquefaction Analysis: Our analysis indicates that the loose, saturated sand below groundwater tables will likely liquefy during a severe earthquake. However, this sand layer varies significantly in thickness and density across the site. In our opinion, if liquefaction does occur, it will more likely be within localized zones rather E than becomes a global liquefaction. . • Foundations: Based upon the encountered soil conditions,we recommend that the proposed structure be founded on augercast piles embedded at lease 10 feet into the deep, dense sand and gravel. We estimate that the piles would be approximately 35 feet in length. S:\WORDPROC\98 Projects\SeatOe\12000s\12652 AentonOfficeMax.wpd Matz Properties 8-91M-12652-A April 1, 1999 Page 2 • Floors: Due to the presence of soft silt, we recommend that the building floor be supported on a structural slab and/or grade beam system. A slab-on-grade floor may be considered if greater settlements are allowed. • On-Site Soil Considerations: Because the on-site soils are moisture-sensitive and would be readily disturbed when wet, the contractor should install appropriate temporary drainage systems at the construction site and should minimize traffic over exposed subgrades. Ideally, earthwork would be scheduled for the summer and fall months, when drier weather will maximize the potential for reusing on-site soils and when groundwater levels will likely be at their seasonal low. L J 2.0 SITE AND PROJECT DESCRIPTION The project site is an existing asphalt parking lot for the Renton Shopping Center located at approximately 465 Rainier Avenue S. in Renton,Washington, as shown on the enclosed Location Map(Figure 1). This site consists of a roughly rectangular parcel that measures about 120 by 690 feet overall. Site boundaries are generally delineated by the Renton Fred Meyer and outparcel stores on the north, Edwards Way on the west, and by the asphalt parking areas for the Renton Shopping Center on the south and east. The enclosed Site&Exploration Plan(Figure 2)illustrates these site boundaries and adjacent existing features. Development plans call for constructing a new 23,528 square-foot Office Max, adjacent to an existing retail building. According to drawings prepared by Pacific Land Design, the building will be approximately 116 feet wide by 198 feet deep, and will have a finish floor elevation of 100 feet (matching the adjacent structures). In addition, the building will have a two-bay loading dock. We anticipate that the building walls and columns will impose moderate foundation loads. The enclosed Site & Exploration Plan (Figure 2) illustrates the location of the proposed Office Max store, along with existing site features. The conclusions and recommendations contained in this report are based on our understanding of the currently proposed utilization of the project site, as derived from layout drawings, written information, and verbal information supplied to us. Consequently, if any changes are made in the currently proposed project, we may need to modify our conclusions and recommendations contained herein to reflect those changes. 3.0 EXPLORATORY METHODS We explored surface and subsurface conditions at the project site during March 18, 1999. Our exploration and testing program comprised the following elements: • A visual surface reconnaissance of the site; • Three borings (designated B-1 through B-3) with Standard Penetration Tests, _ advanced at strategic locations across the site; S:\WORDPROC198 Projects\Seattle112000s1125521RentonOtficeMax.wpd s ' Matz Properties 8-91M-12652-A April 1, 1999 Page 3 • A review of the boring logs B-17, B-18, B-19,C-2,and C-3(herein designated PB-1, PB-2, PB-3, PC-2, and PC-3, advanced at the site by AGRA in 1991 and 1992; • Four grain size analyses, performed on selected soil samples obtained from "` strategic locations beneath the site; - • A review of published geologic and seismologic maps and literature. Table 1 summarizes the approximate functional locations, surface elevations, and termination depths of all pertinent subsurface explorations, and Figure 2 depicts their approximate relative locations. Appendix A of this report describes our field exploration procedures, and Appendix B describes our laboratory testing procedures. • TABLE 1 APPROXIMATE LOCATIONS, ELEVATIONS, AND DEPTHS OF EXPLORATIONS Exploration Functional Location Surface Termination Elevation Depth (feet) (feet) B-1 Parking lot, near NE corner of proposed building 99 36% B-2 Parking lot, near NW corner of proposed building 97 26% B-3 Parking lot, near SE corner of proposed building 98 31 PB-17 Parking lot, at NE corner of proposed building 97 36% PB-18 Parking lot, at center of proposed building 98 41 Y2 PB-19 Parking lot, at center of proposed building 98 361/2 PC-2 Parking lot, at center of proposed building 98 22 PC-2. Parking lot, at center of proposed building 98 251/2 Elevation datum: Preliminary site plans provided by Pacific Land Design dated 3-3-99 The specific number, locations, and depths of our explorations were selected in relation to the Re..l existing and proposed site features, under the constraints of surface access, underground utility conflicts, and budget considerations. We estimated the relative location of each exploration by measuring from existing features and scaling these measurements onto a layout plan supplied to us, then we estimated their elevations by interpolating between contour lines shown on this same plan. Consequently, the data listed in Table 1 and the locations depicted on Figure 2 should be considered accurate only to the degree permitted by our data sources and implied by our measuring methods. S:\WORDPROC\98 Projects\Seattle112000s112652\RentonOfriceMax.wpd Matz Properties 8-91M-12652-A • April 1, 1999 Page 4 It should be realized that the explorations performed for this evaluation reveal subsurface conditions only at discrete locations across the project site and that actual conditions in other areas could vary. Furthermore, the nature and extent of any such variations would not become evident until additional explorations are performed or until construction activities have begun. If significant • variations are observed at that time,we may need to modify our conclusions and recommendations contained in this report to reflect the actual site conditions. 4.0 SITE CONDITIONS The following sections of text present our observations, measurements, findings, and interpretations regarding development, surface, soil, groundwater, and seismic conditions at the project site. 4.1 Development Conditions The site is developed as the Renton Shopping Center, with the main anchor store being the adjacent Fred Meyer store. We understand that the existing Fred Meyer store, and adjacent retail stores, are supported by 30-foot long augercast piles with slab-on-grade floors. The construction records for the Fred Meyer building indicate that the:floor area was preloaded to minimize post-construction settlements. 4_2 Surface Conditions The site is located in an area generally characterized as flat, with moderate to dense commercial and multi-family development. The project site is a portion of the Renton Shopping Center asphalt parking lot,that was not improved during the redevelopment of the site as a Fred Meyer Store. The asphalt surface is moderately distressed, with cracking, spalling, and warping visible over most of 'LT the site. The grades in the northeast corner of the site were slightly raised during the Fred Meyer. Construction, and the asphalt in this area does appear in better condition. Additionally, there are numerous patches in the older asphalt surface were utilities have been installed or abandoned. I�= Furthermore, at the time of drilling, the center of the parking lot was covered by a large puddle, indicating that the existing storm water system was, as indicated on the site plans, abandoned. 4_3 Soil Conditions According to published geologic maps, soil conditions in the site vicinity are characterized as alluvium. Alluvium is generally defined as a sand and gravel, with occasional thinner beds of silt, clay, and peat, deposited by the Cedar River. The alluvium can be upwards of 100 feet thick, and is underlain by more dense glacial deposits or bedrock. ,Erc Our on-site explorations revealed fairly uniform near-surface soil conditions and confirmed the mapped stratigraphy. In general, our borings encountered approximately 1/4 foot of asphalt pavement overlying 11/4 to 5%feet of granular(sand)fill, that we interpret was placed during initial site grading activities. The average fill thickness was on the order of 2%feet; however, boring B-1 was drilled in an area were grades were raised during the construction of the Fred Meyer store and encountered 5%feet of fill. Underlying the fill, our borings encountered 18 to 20 feet of very loose to medium dense sand with varying amounts of silt, interbedded with very soft to medium stiff silt 1,4• S:\WORDPROC198 Projects\SeattIe112000s112652lRentonOfficeMax.wpd t . . Matz Properties 8-91M-12652-A April 1, 1999 Page 5 with varying amounts of fine sand. Underlying these unconsolidated alluvial sediments,our borings encountered a dense to very dense sand and gravel. This soil type was encountered to the full depth explored in all three borings. The enclosed exploration logs provide a detailed description of the soil strata encountered in our 1 subsurface explorations. Table 2 summarizes the approximate thicknesses,depths,and elevations of selected soil layers. TABLE 2 ... APPROXIMATE THICKNESSES, DEPTHS, AND ELEVATIONS OF SOIL LAYERS ENCOUNTERED IN EXPLORATIONS • _ Exploration Thickness Thickness Thickness of Depth to Elevation of E._ of Asphalt of Fill Loose to Dense Dense Sand (feet) (feet) Medium Dense Sand and and Gravel Sand and Soft Gravel (feet) to Stiff Silt (feet) (feet) B-1 1/4 53/4 19 24 75 B-2 1/4 2% 18 • 21 76 B-3 <1/4 1% 191/2 21 77 PB-17 1/4 2% 2O1/2 231/2 731/2 PB-18 1/4 13/4 28 30 68 PB-19 <1/4 11/4 181/2 20 78 I PCP-2 % 2% 171/2 201/2 77%2 E"y PCP-3 1A 21% 191/2 22 76 1 Elevation datum: Preliminary site plans provided by Pacific Land Design dated 3-3-99 j Our geotechnical laboratory tests revealed that the soils have a fines (silt and clay)content on the E, order of 8 to 70 percent, and a moisture content on the order of 27 to 44 percent. We interpret these soils to be currently above their optimum moisture contents, and to be highly sensitive to moisture content variations. The enclosed laboratory testing sheets graphically present our test results, and Table 3 summarizes these results. I • Li- S:IWORDPROC198 Projects1Seatfe112000s1126521RentonOfficeMax.wpd Matz Properties 8-91M-12652-A April 1, 1999 Page 6 I TABLE 3 LABORATORY TEST RESULTS FOR NON-ORGANIC ON-SITE SOILS Soil Source Sample Moisture Gravel Sand Silt/Clay L` Depth Content Content Content Content (feet) (percent) (percent) (percent) (percent) B-1/S-4. 10 to 11 37 N/T 29 71 B-1/S-5 15 to 161h 25 0 92 8 B-2/S-3 7% to 9 37 N/T 31 69 B-2/S-5 15 to 161/2 36 0 45 55 , N/T= not tested L 4.4 Groundwater Conditions .- At the time of drilling (March 18, 1999), all of our explorations encountered groundwater,at depths ranging from 6 to 10 feet below existing grades and at elevations ranging from 89 to 91 feet. Table 4 summarizes the approximate groundwater depths and elevations that we measured in our explorations and observation wells. Because our explorations were performed during an extended period of generally wet weather,these observed groundwater conditions may closely represent the yearly high levels;somewhat lower levels probably occur during the summer and early fall months, whereas higher levels probably occur during the winter and early spring months. Throughout the year, groundwater levels would likely fluctuate in response to changing precipitation patterns, r1. off-site construction activities, and site utilization. TABLE 4 APPROXIMATE DEPTHS AND ELEVATIONS OF GROUNDWATER R E,.s ENCOUNTERED IN EXPLORATIONS Exploration Depth of Elevation of Date of Measurement L Groundwater Groundwater (feet) (feet) t B-1 10 89 March 18, 1999 (ATD) B-2 6 91 March 18, 1999.(ATD) i 1 B-3 9 89 March 18, 1999 (ATD) PB-17 9%Z N/A February 7, 1991 (ATD) PB-18 8 N/A February 7, 1991 (ATD) -- PB-19 101/2 N/A February 8, 1991 (ATD) ATD = at time of drilling • Lt 1.-.., 1 S:\WORDPROC\98 Pro ects\Seattle\12000 11:+ 1 s 2652\RentonOfficeMax.wpd Matz Properties 8-91M-12652-A April 1, 1999 Page 7 4.5 Seismic Conditions Based on our analysis of subsurface exploration logs and our review of published geologic maps, we interpret the on-site soil conditions to correspond to seismic soil profile types S-D as defined by Table 16-J of the 1997 Uniform Building Code, respectively. Current (1996) National Seismic Hazard Maps prepared by the U.S. Geological Survey indicate that a peak bedrock site acceleration coefficient of about 0.30 is appropriate for an earthquake having a 10-percent probability of exceedance in 50 years(corresponding to a return interval of 475 years). According to Figure 16-2 of the 1994 and 1997 Uniform Building Code,the site lies within seismic risk zone 3. 5.0 CONCLUSIONS AND RECOMMENDATIONS 4 . The following text sections of this report present our specific geotechnical conclusions and recommendations concerning site preparation, pile foundations, floors, drainage considerations, asphalt pavement, and structural fill. WSDOT Standard Specifications and Standard Plans cited herein refer to WSDOT publications M41-10, 1996 Standard Specifications for Road, Bridge, and Municipal Construction,and M21-01,Standard Plans for Road,Bridge,and Municipal Construction, ;, respectively. 5.1 LIQUEFACTION POTENTIAL The liquefaction potential of the site was evaluated because of the seismicity of the general area and the saturated soil deposits underlying the site. An empirical SPT-N procedure commonly used by geotechnical engineering professionals was used for the soil liquefaction analysis. The method calculates the Factor of Safety as the ratio of the cyclic stress ratio that the soil can resist under a certain magnitude of earthquake,to the cyclic stress ratio that would be induced by the equivalent ground motion. The method was originally developed for clean sands and was later modified to incorporate fines content(percent,passing#200 sieve)in the sands up to 35%. For the same SPT penetration resistance,the liquefaction resistance increases with fines content. Based on the grain size analysis and visual classifications,we conclude that the loose sand underlying the project site generally contain over 15%fines. A magnitude M=7.0 earthquake with a peak ground acceleration (PGA) of 0.30g was selected as the design earthquake. The results indicate that the loose, saturated sand below groundwater tables will likely liquefy during a severe earthquake. However, this sand layer varies significantly in thickness and density across the site. In our opinion, if liquefaction does occur, it will more likely be within localized zones rather than becomes a global liquefaction. 5_2 . Site Preparation Preparation of the project site should involve demolition, temporary drainage, clearing, stripping, dewatering,and subgrade compaction. The paragraphs below discuss our geotechnical comments and recommendations concerning site preparation. Demolition: The first stepin site preparation will likelyconsist of demolishing p p of shing certain underground structural elements or utilities,such as old footings,stemwalls,and drainpipes,should be exhumed as part of this demolition operation. S:\WORDPROC\98 Projects1Seattle\12000s\126521RentonOfficeMax.w Matz Properties 8-91M-12652-A April 1,;1999 Page 8 Temporary Drainage: We recommend intercepting and diverting any potential sources of surface or near-surface water within the construction zones before stripping begins. Because the selection of an appropriate drainage system will depend on the water quantity, season, weather conditions, construction sequence, and contractor's methods, final decisions regarding drainage systems are best made in the field at the time of construction. Nonetheless, we anticipate that curbs, berms, or ditches placed around the work areas will adequately intercept surface water runoff. Clearing and Stripping: After surface and near-surface water sources have been controlled, the construction areas should be cleared and stripped of all asphalt. Our explorations indicate that an average thickness of about 3 inches of asphalt will be encountered across the site, but slight variations could exist. Furthermore, it should be realized that if the stripping operation proceeds during wet weather, a generally greater stripping depth might be necessary to remove disturbed moisture-sensitive soils; therefore, stripping is best performed during a period of dry weather. Subgrade Compaction: Exposed subgrades for grade-beams, floors, pavements, and other structures should be compacted to a firm, unyielding state. Any localized zones of loose granular soils observed within a subgrade should be compacted to a density commensurate with the surrounding soils. In contrast, any soft, or pumping soils observed within a subgrade should be overexcavated and replaced with a suitable structural fill material. 5.3 Pile Foundations The proposed Office Max project site is underlain by over 20 feet of compressible soils including loose sand and soft silt. In our opinion, a pile foundation should be used to support the proposed building since ground improvement options are limited for this project. Due to the close proximity to the existing buildings, preload will likely result in excessive settlements to the adjacent buildings.. Other ground improvement techniques such as vibroflotation and deep compaction would have similar concerns of disturbing the adjacent buildings. The following recommendations and comments are provided for pile design and installation purposes. Pile Types: The yp types of piles that are potentially available for building support include augercast concrete piles, steel H-piles, steel pipe piles, precast concrete piles, and driven grout piles. Advantages and disadvantages of each pile type are discussed below. y- • Augercast Concrete Piles: From a geotechnical standpoint,augercast piles appear to be well-suited for supporting the proposed structures, due to their favorable combination of moderate capacity,low cost,and low-vibration installation technique. 13 However, these piles do generate spoils from the subsurface soils during installation. We recommend these piles for this project since they are locally available and are less likely to disturb the adjacent buildings. • H-Piles: Steel H-piles,which consist of squared"H"sections,can penetrate rubble, debris,and other obstacles more readily than can the other pile types, but are more prone to excessive penetration (called "running") in uniform soils. They do not • S:IWORDPROC\98 Projects1Seatue\12000s\126521RentonOfficeMax.wpd Matz Properties 8-91M-12652-A April 1, 1999 Page.9 generate spoils from the subsurface soils, thereby eliminating disposal cost and ' worker exposure. H piles would cause some driving vibration and would likely be more costly. While these piles would appear feasible for this project, we do not recommended using them on this site due to soil conditions and vibration concerns. • Pipe Piles: Steel pipe piles, which consist of heavy-wall cylindrical pipes, do not tend to run, but they are more difficult to drive through debris. Can be driven either open-ended, or closed-ended, and can be filled with concrete after driving is completed. They do not generate spoils from subsurface soils,thereby eliminating disposal cost and worker exposure. Driving causes moderately strong vibrations. F' Again, while these piles would appear feasible for this project, we do not recommended using them on this site due to soil conditions and vibration concerns. • Precast Concrete Piles: Specially manufactured precast concrete piles offer high capacity but tend to be very costly. They do not generate spoils from the subsurface soils, thereby eliminating disposal east and worker exposure. Driving causes moderately strong vibrations. Not easily able to accommodate variable tip depths. Compared to other pile types,they appear to offer no overall advantage for this project. • Driven Grout Piles: Driven grout piles are installed by driving a steel casing, then pressure-grouting through this casing to form a concrete/steel pile. They offer high capacities but are typically more costly than other types, they require specialized installation equipment. They do not generate spoils from subsurface soils,thereby eliminating disposal cost and worker exposure. Compared to other pile types, they. appear to offer no overall advantage for this project. ` Pile Sizes: For supporting moderately heavy structures,typical shaft diameters of augercast piles e.. range from 12 to 18 inches. We have used the following pile diameters and associated stiffnesses in our analyses: • Pile Diameter Shaft Stiffness 12 inches 3.71 X 109 lb-in2 14 inches 6.37 X 109 lb-in2 16 inches 11.7 X 109 lb-in2 18 inches 18.8 X 109 lb-in2 Bearing Soils and Embedments: Our explorations indicate that the horizon lies at depths ranging from about 20 to 25 feet below existing grades within the building footprint. We recommend that -. all augercast piles extend at least 10 feet into this deposit. Tip Depths and Elevations: Assuming a building pad grade approximately at 98 feet and a bearing horizon depth ranging from about 20 to 25 feet, we tentatively estimate that augercast piles will S:\WORDPROC\98 Projects\Seattle\12000s\12652\RentonOfficeMax.wpd 1 i Matz Properties 8-91M-12652-A April 1, 1999 Page 10 require tip depths ranging from about 30 to 35 feet below pad grade in order to achieve the minimum recommended embedment. An AGRA representative should be retained to observe the pile installations and to verify that proper tip depths have been achieved, based on actual drilling conditions. Compressive Capacities: We expect that static and transient compressive loads on the augercast piles will be resisted through a combination of end bearing and skin friction. Table 5 presents our estimated allowable compressive capacities, based on a static and transient safety factors of 3.0 and 2.25, respectively. The project structural engineer should verify that the pile shaft has sufficient internal compressive strength to accommodate these capacities. TABLE 5 ALLOWABLE VERTICAL CAPACITIES FOR AUGERCAST PILE DESIGN Pile Diameter Embedment Static Transient Transient (inches) Depth Compressive Compressive Uplift (feet) Capacity . Capacity Capacity (tons) (tons) (tons) ; 12 10 feet 40 50 10 14 10 feet 50 65 13 16 10 feet 65 85 16 18 10 feet 75 100 . 20 Notes: 1. Embedment depths are measured from top of dense or hard soil horizon. 2. Tip depths are measured from existing ground surface. Uplift Capacities: Transient uplift loads,which may be imposed on the piles by wind or earthquake forces, are resisted by skin friction acting along the pile shafts. Table 5, above, presents our estimated allowable uplift capacities, based on a safety factor of 2.25. Lateral Capacities: Lateral loads, which may be imposed on the piles by wind or earthquake forces, are resisted primarily by the horizontal bearing support of soils adjacent to the pile shafts. The lateral capacity of a pile depends on its length,stiffness in the direction of loading, and degree of fixity at the head, as well as on the engineering properties of the upper 10 to20 feet of on-site soils. Table 6 presents our calculated allowable lateral ground line capacities, based on atypical pile length of 35 feet and an allowable ground line deflection of% inch. S:IWORDPROC\98 Projects1Seattle\12000s\126521RentonOfficeMax.wpd Matz Properties 8-91M-12652-A April 1, 1999 Page 11 TABLE 6 ALLOWABLE LATERAL CAPACITIES, ESTIMATED DEPTHS OF FIXITY, AND MAXIMUM BENDING MOMENTS FOR AUGERCAST PILE DESIGN Pile Diameter Head Transient Depth of Maximum (inches) Condition Lateral Capacity Fixity Moment (kips) (feet) (kip-feet) 12. Free 2 10 7 Fixed 5 12 15 -:. 14 Free 3 10 15 Fixed 7 12 35 3 16 Free . 3.5 10 20 Fixed 10 12 60 ' 18 Free 4 10 28 Fixed 12 12 80 • Notes: 1. Depths of fixity are measured from bottom of pile cap. • 2. Based on an allowable ground line deflection of 1/z inch. Additional Lateral Resistance: Besides the aforementioned lateral resistance provided by the pile shafts, additional resistance is provided by passive earth pressure acting against the basement walls, pile caps, grade beams, and other embedded structural elements. We recommend using an allowable passive pressure (equivalent fluid weight) of 250 pcf to resist transient loads. However,for exterior walls and other perimeter surfaces,the uppermost 2 feet of passive pressure ;; should be neglected, due to soil deformation. Shaft Deflections and Bending Moments: Deflections of laterally loaded piles are greatest at the head and gradually decrease with depth. The depth along a pile shaft at which deflections become insignificant is referred to as the"depth of fixity." Bending moments of free-head piles are greatest at a point on the shaft roughly equal to 50 percent off this depth of fixity, and become negligible at a point roughly equal to 150 percent of this depth; for fixed-head piles, bending moments are greatest at the head. Table 6, above, presents our estimated depths of fixity and associated maximum bending moments, based on a typical pile length of 35 feet. If desired, we can develop shear and moment diagrams for free-head and/or fixed-head piles after a specific pile type and size has been selected: Downdrag Forces: If site grades within the building area are raised by means of fill placement soon before or anytime after the piles have been installed, subsequent compression of the underlying soil deposits could place downdrag forces on the pile shafts. These downdrag forces would reduce r the allowable compressive capacities of all piles. We anticipate that 1 to 2 feet of fill will be placed . _, S:\WORDPROC\98 Projects\Seattle112000s\12652\RentonOfficeMax.wpd L_• Matz Properties 8-91M-12652-A April 1, 1999 Page 12 • within the building footprint for floor support purposes. To minimize downdrag forces, we recommend that light-weight sand fill be used within the building footprint. If construction schedule allows, site fill should be placed prior to the installation of augercast piles. We estimate that the majority of ground settlements should be completed within 30 days. Group Effects: The above-recommended values for compressive, uplift, and lateral capacity refer to single piles unaffected by group interactions. If piles are spaced at least three diameters apart (center to center), group effects can be neglected for compressive, uplift, and perpendicularly- applied lateral loads. For in-line lateral loads, group effects can be neglected with a pile spacing _ of eight diameters or more. Estimated Settlements: We estimate that total post-construction settlements of pile-supported structural elements will not exceed '/2 inch. Differential settlements between adjacent pile caps could approach one-half of the actual total settlement. Pile Obstructions: Because several abandoned utilities and other obstructions could exist within the upper soil layers, certain piles might encounter premature refusal during installation. Shallow obstructions can usually be exhumed with a power hoe, whereas deeper obstructions might necessitate relocation of the pile. Furthermore, the contractor should be prepared for moderate variations in the tip depths of all piles. Augercast piles and pipe piles with open ends or flat tips are most sensitive to obstructions. 5.4 Floors The proposed Office Max project site is underlain by over 20 feet of compressible soils including loose sand and soft silt. In our opinion, a structurally supported (such as post-tensioned) slab should be used for the building floor since ground improvement options are limited for this project. Alternatively,a slab-on-grade floor can be used if settlements are allowed and future maintenance repair is anticipated. We offer the following comments and recommendations concerning the floors. Subgrade Conditions and Verification: A soil-supported, slab-on-grade floor, should bear on suitable structural fill soils. In contrast,a structurally-supported slab-on-grade floor need bear only on the moderately firm native soils or semi-structural (lightly compacted)fill soils. We recommend t that the condition of all subgrades and overlying layers be verified by an AGRA representative before any fill or concrete is placed. Floor Subbase: To provide uniform bearing conditions beneath soil-supported slab-on-grade floors, we recommend that they be underlain by a 12-inch-thick subbase of structural fill. In our opinion, well-graded sand and gravel such as "Gravel Borrow" or "Ballast" per WSDOT Standard Specifications 9-03.14 or 9-03.9(1), respectively, would be ideal for this purpose. As a lower-cost alternative, non-organic, granular, on-site soils can be reused as subbase fill if they are placed at a moisture content near optimum. Regardless of soil type, all subbase fill should be compacted to a density of at least 90 percent (based on ASTM:D-1557). L.r S:\WORDPROC198 Projects\SeattkA12000s1126521RentonOtf ceMax.wpd Matz Properties 8-91M-12652-A April 1, 1999 Page 13 Capillary Break: To retard the dpward wicking of groundwater beneath the floor slab, we " recommend that a capillary break be placed over the subbase course. Ideally,this capillary break would consist of a 4-inch-thick layer of pea gravel or other clean, uniform, well-rounded gravel, such as "Gravel Backfill for Drains" perWSDOT Standard Specification 9-03.12(4). Alternatively, angular gravel or crushed rock can be used if it is sufficiently clean and uniform to prevent capillary wicking. Vapor Barrier: We recommend that a layer of durable plastic sheeting(such as Crosstuff, Moistop, or Visqueen) be placed directly between the capillary break and the floor slab to prevent ground moisture vapors from migrating upward through the slab. During subsequent casting of the concrete slab, the contractor should exercise care to avoid puncturing this vapor barrier. Curing Course: A"curing course"is a thin layer(typically 2 inches thick)of clean sand placed over the vapor barrier to facilitate uniform curing of the overlying concrete slab. Recent studies, however,have indicated that this course is not necessary when moderately strong concrete is used for the slab. Consequently, we recommend that the project structural engineer be allowed to decide whether a curing course should be used. Vertical Deflections: Soil-supported slab-on-grade floors can deflect downward when vertical loads are applied, due to elastic compression of the subgrade. In our opinion, a subgrade reaction modulus of 200pounds per cubic inch can be used to estimate such deflections. For structurally supported slab-on-grade floors, this subgrade reaction modulus should be neglected, due to the potential for the subgrade to gradually settle away from the floor. 5_5 Drainage Systems In our opinion, the Office Max building should be provided with permanent drainage systems to 'I minimize the risk of future moisture problems. We offer the following recommendations and comments for drainage design and construction purposes. Perimeter Drains: We recommend that the Office Max building be encircled with a perimeter drain system to collect seepage water. This drain should consist of a 4-inch-diameter perforated pipe within an envelope of pea gravel or washed rock, extending at least 6 inches on all sides of the pipe, and the gravel envelope should be wrapped with filter fabric to reduce the migration of fines from the surrounding soils. Ideally,the drain invert would be installed no more than 8 inches above or below the base of the perimeter grade beams. Discharge Considerations: If possible, all perimeter drains should discharge to a municipal storm drain, sewer system, or other suitable location by gravity flow. However, the depth of the loading dock relative to existing utilities might not allow for gravity flow. In this event, we recommend that an on-demand pump be provided to collect groundwater and discharge it to a suitable location. S:\WORDPROC\98 Projects\SeatUe\12000s1126521RentonOfficeMax.wpd Matz Properties 8-91M-12652-A -- April 1, 1999 Page 14 Runoff Water: Roof-runoff and surface-runoff water should not discharge into the perimeter drain system. Instead,these sources should discharge into separate tightline pipes and be routed away from the Office Max building to a storm drain or other appropriate location. Grading and Capping: Final site grades should slope downward awayfrom the buildingso that runoff water will flow by gravity to suitable collection points, rather than ponding near the building. Ideally, the area surrounding the building would be capped with concrete, asphalt, or low-permeability (silty) soils to minimize or preclude surface-water infiltration. 5_6 Asphaltic Pavements We understand that asphaltic pavements will be used for the new car-parking areas and truck driveways. The following comments and recommendations are given for pavement design and . construction purposes. Subgrade Preparation: All soil subgrades should be proof-rolled with a loaded dump truck or heavy compactor to verify the density. Any areas of yielding subgrades,disclosed during the proof-rolling operation,should be overexcavated to a maximum depth of 12 inches and replaced with a suitable. structural fill material. All structural fill should be compacted according to our recommendations given in the Structural Fill section. Specifically, the upper 2 feet of soils underlying pavement section should be compacted to at least 95 percent,and all soils below 2 feet should be compacted to at least 90 percent(based on ASTM:D-1557). Soil Design Values: Soil conditions can be defined by a California Bearing Ratio (CBR), which quantitatively predicts the effects of wheel loads imposed on a saturated subgrade. Based on our ti = classifications of on-site soils and our previous laboratory testing performed on similar soils, we'. estimate that the near-surface, previously placed fill soils will provide a CBR value of about 10 percent. Traffic Design Values: Traffic conditions can be defined by a Traffic Index (TI), which quantifies the combined effects of projected car, truck, and bus traffic. Although no specific traffic data was available at the time of our analysis, we estimate that a TI of 6.0 is appropriate for driveways subjected to frequent passes by large freight trucks or buses. Conventional Sections: A conventional pavement section typically comprises an asphalt concrete pavement over a crushed rock base course over a granular subbase course. Based on the estimated design values stated above,we recommend using the following minimum conventional pavement sections: S:\WORDPROC\98 Projects\Seattle11200Os1 126521RentonOffceMax.wpd I ` .ti Matz Properties 8-91M-12652-A April 1, 1999 Page 15 Minimum Thickness Pavement Course Car Areas Driveways Asphalt Concrete Pavement 3 inches 4 inches Crushed Rock Base 4 inches 6 inches Granular Subbase • 8 inches 12 inches Pavement Materials: For the base course, we recommend using imported crushed rock, such as "Crushed Surfacing Top Course" per WSDOT Standard Specification 9-03.9(3). For the subbase. . course, we recommend using imported, clean, well-graded sand and gravel, such as "Ballast" or "Gravel Borrow" per WSDOT Standard Specifications 9-03.9(1) and 9-03.14, respectively. None of the on-site soils would be suitable for these purposes, in our opinion. Compaction and Verification: All subbase and base course material should be compacted to at least 95 percent of the Modified Proctor maximum dry density (ASTM:D-1557), and all asphalt concrete should be compacted to at least 92 percent of the Rice value (ASTM:D-2041). We recommend that an AGRA representative be retained to verify the compaction of each course before any overlying layer is placed. For the subbase and pavement course, compaction is best verified by means of frequent density testing; for the base course, methodology observations and hand-probing are more appropriate than density testing. _ Pavement Life and Maintenance: It should be realized that no asphaltic pavement is maintenance- free. The above described pavement sections represent our minimum recommendations for an average level of performance during a 20-year design life; therefore, an average level of :.; maintenance will likely be required. Furthermore, a 20-year pavement life typically assumes that . an overlay will be placed after about 10 years. Thicker asphalt, base, and subbase courses would offer better long-term performance, but would cost more initially; thinner courses would be more susceptible to "alligator" cracking and other failure modes. As such, pavement design can be considered a compromise between a high initial cost and low maintenance costs versus a low initial cost and higher maintenance costs. 5_7 Utility Considerations We anticipate that several new underground utility lines will be required as part of the proposed development. Our comments, conclusions, and recommendations concerning structural fill are presented in the following paragraphs. • Utility Trench Backfill: All utility trench backfill shall be compacted to at least 90 percent of the maximum density as determined by the Modified Proctor(ASTM:D 1557), except for the upper two feet, which should be compacted to at least 95 percent. Additionally, all utilities shall be bedded in general accordance with the project plans and specifications, along with current local codes and regulations. S:IWORDPROC196 Projects\Seattle112000s1126521RentonOffceMax.wpd • Matz Properties 8-91 M-12652-A April 1, 1999 Page 16 Trench Dewatering: Adequate dewatering of utility trenches will be necessary during utility installation. Based upon our explorations, we expect that groundwater will be encountered between 6 and 10 feet below existing ground surfaces. These depths may vary with precipitation, river level,irrigation,and other land uses. At shallow levels below the groundwater table,adequate dewatering may be accomplished utilizing sumps and pumps. However, at deeper level, higher groundwater inflow rates are likely, and other dewatering methods may be necessary, including well points or pumping wells. Ultimately, dewatering is a contractor design issue and should be considered the responsibility of the contractor. 5_8 Structural Fill The term "structural fill" refers to any material placed under foundations, retaining walls, slab-on-grade floors,sidewalks,pavements,and other such features. Our comments,conclusions, and recommendations concerning structural fill are presented in the following paragraphs. Fill Placement: Generally,clean sand,granulithic gravel,crushed rock,soil mixtures,and recycled materials should beplaced in horizontal lifts not exceeding8 inches in loose thickness, and each � ., lift should be thoroughly compacted with a mechanical compactor. In contrast, pea gravel,washed rock,quarry spalls, CDF, and lean-mix concrete do not require special placement and compaction procedures. On-Site Soils: Because only minor cuts are planned for the project, we expect that only small quantities of on-site soils will be generated during earthwork activities. Nonetheless, we offer the following evaluation of these on-site soils in relation to potential use as structural fill. - • Old Fill: The near surface, old fill soils underlying the existingasphaltpavement. Y 9 P appear marginally suitable for reuse as structural fill at their present moisture N contents. However, these soils will be difficult or impossible to reuse during wet weather, due to their moderately high silt contents. • Interbedded Sand and Silt: The interbedded sand and silt underlying the old fill do not appear suitable for reused as structural fill at their present moisture content. Furthermore, these soils will be difficult to dry during extended periods of wet weather due to their high silt contents. Compaction Criteria: Using the Modified Proctor test (ASTM:D-1557) as a standard, we recommend that structural fill used for various on-site applications be compacted to the following minimum densities: ,., S:\WORDPROC\98 Projects\Seattle\12000s\126521RentonOtriceMax.wpd Matz Properties 8-91M-12652-A April 1, 1999 Page 17 Minimum Fill Application Compaction • Grade beam and pile cap backfill 90 percent ' Slab-on-grade floor subgrade and subbase 90 percent C � Concrete sidewalk subgrade 90 percent Asphaltic pavement base and subbase 95 percent Asphaltic pavement subgrade (upper 2 feet) 95 percent Asphaltic pavement subgrade (below 2 feet) 90 percent Subgrade Verification and Compaction Testing: Regardless of material or location, all structural fill should be placed over firm, unyielding subgrades prepared in accordance with the Site Preparation section of this report. The condition of all subgrades should be verified by a geotechnical engineer before filling or construction begins. Also, fill soil compaction should be F verified by means of in-place density tests performed during fill placement so that adequacy of soil compaction efforts may be evaluated as earthwork progresses. Soil Moisture Considerations: The suitability of soils used for structural fill depends primarily on their grain-size distribution and moisture content when they are placed. As the"fines"content(that soil fraction passing the U.S. No. 200 Sieve) increases, soils become more sensitive to small changes in moisture content. Soils containing more than about 5 percent fines (by weight)cannot be consistently compacted to a firm, unyielding condition when the moisture content is more than 2 percentage points above or below optimum. For fill placement during wet-weather site work,we L, recommend using"clean"fill,which refers to soils that have a fines content of 5 percent or less(by weight) based on the soil fraction passing the U.S. No. 4 Sieve. 6.0 RECOMMENDED ADDITIONAL SERVICES Because the future performance and integrity of the structural elements will depend largely on proper site preparation, drainage, fill placement, and construction procedures, monitoring and testing by experienced geotechnical personnel.should be considered an integral part of the construction process. Consequently, we recommend that AGRA be retained to provide the following post-report services: 1 • Review all construction plans and specifications to verify that our design criteria presented in this report have been properly integrated into the design; • Prepare a letter summarizing all review comments (if required by the City of Renton); • Attend a pre-construction conference with the design team and contractor to discuss important geotechnically related construction issues; t c S:IWORDPROC198 Projects1Seattle112000s112652U2entonOfficeMax.wpd Matz Properties 8-91M-12652-A April 1, 1999 Page 18 • Observe all exposed subgrades after completion of stripping and overexcavation to confirm that suitable soil conditions have been reached and to determine appropriate subgrade compaction methods; • Monitor the placement of all structural fill and test the compaction of structural fill soils to verify their conformance with the construction specifications; • Check all completed subgrades for slab-on-grade floors before concrete is poured, in order to verify their bearing capacity; • • Monitor the installation of all piles to verify that adequate tip depths have been •achieved and to document the installation procedures; • Observe the installation of all perimeter drains, wall drains, and capillary break layers to verify their conformance with the construction plans; • Prepare a post-construction letter summarizing all field observations, inspections, and test results (if required by the City of Renton). In addition to the aforementioned services,AGRA can provide inspection and testing of concrete, steel, masonry, and other structural materials. Upon request, we could submit a proposal for providing some or all of these construction monitoring, inspection, and testing services. Such a proposal is best prepared after the project plans and specifications have been approved for { construction. 7.0 CLOSURE The conclusions and recommendations presented in this report are based, in part, on the . explorations that we performed and utilized for this study; therefore, if variations in the subgrade conditions are observed at a later time,we may need to modify this report to reflect those changes.. Also, because the future performance and integrity of the project elements depend largely on proper initial site preparation, drainage, and construction procedures, monitoring and testing by experienced geotechnical personnel should be considered an integral part of the construction process. AGRA is available to provide geotechnical monitoring, soils and concrete testing, steel and masonry inspection, and other services throughout construction. • SAWORDPROC\98 Projects\Seattle112000s1126521RentonOfficeMax.w d P , Matz Properties 8-91 M-12652-A April 1, 1999 Page 19 We appreciate the opportunity to be of service on this project. If you have any questions regarding . this report or any aspects of the project, please feel free to contact our office. Sincerely, „P S. c 4� o�w� + • th///q9 s 4oNAi, ' l ExPiREs oar-9q 1. K ith S. Schembs Barry S. Chen, Ph.D., P.E. Project Geologist Associate KSS/BSC/lad S:\WORDPROC198 Projects\Seattle112000s\126521RentonOfficeMax.wpd ---- --, ...--- --- - .,• - - -, r"')---- I-.-•---- - --,-- , 7.-----, - ,.:I--, - - 7-,-- - - [7....7- - -1 r- 1 fr-‘•-, •• JOB NO.: 9-91M-12652-A I DWG DATE: 03-24-99 I SCALE: N.T.S. 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OFFICE MAX • t + _ --t- - ''''' _ ;: ' m Z I ► • • n I' . . i _ _ _ _ _ B-3 - • I • n t I LEGEND __ty J ''I • -• I •I N t • II B-3 BORING NUMBER AND 1 I S APPROXIMATE LOCATION 1 I v PB-19 - 333I PB-19 BORING NUMBER AND APPROXIMATE I ® LOCATION (PREVIOUS AGRA STUDY) c I PC-3 CONE PENETROMETER NUMBER AND PB-18 1 w 1 Qo APPROXIMATE LOCATION (PREVIOUS AGRA STUDY) ® , 1 a • :a o • I o I. j 1. / • . ... / / / ; / . _ 0 1 / i n , . . SITE & EXPLORATION PLAN FIGURE �; 0 50 100 ,AGRA • Z • SCALE IN FEET ENGINEERING GLOBAL SOLUTIONS PROPOSED RENTON OFFICE MAX 11335 N.E.122nd Way,Suite 100 2 8 SOURCE: DRAWING PREPARED FROM SURVEY PROVIDED BY PACIFIC LAND'DESIGN, DATED MARCH 3, 1999. • IGrfcland,WA,U.S.A.98034-6918 RENTON, WASHINGTON APPENDIX A FIELD EXPLORATION PROCEDURES AND LOGS 1 ! r, ! APPENDIX A FIELD EXPLORATION PROCEDURES AND LOGS 8-91M-12652-A The following paragraphs describe our procedures associated with the field explorations and field tests that we conducted for this project. Descriptive logs of our explorations are enclosed in this appendix. Auger Boring Procedures Our three borings were advanced with a hollow-stem auger, using a truck-mounted drill rig operated by an independent drilling firm working under subcontract to AGRA. A geologist from our ft , firm continuously observed the borings, logged the subsurface conditions, and collected representative soil samples. All samples were stored in watertight containers and later transported 1 to our laboratory for further visual examination and testing. After each boring was completed, the borehole was backfilled with a mixture of.bentonite chips and soil cuttings, and the surface was patched with asphalt or concrete (where appropriate). Throughout the drilling operation, soil samples were obtained at 21/2- or 5-foot depth intervals by means of the Standard Penetration Test (SPT) per ASTM:D-1586. This testing and sampling procedure consists of driving a standard 2-inch-diameter steel split-spoon sampler 18 inches into the soil with a 140-pound hammer free-falling 30 inches. The number of blows required to drive the sampler through each 6-inch interval is counted, and the total number of blows struck during the final 12 inches is recorded as the Standard Penetration Resistance, or"SPT blow count." If a h total of 50 blows is struck within any 6-inch interval, the driving is stopped and the blow count is recorded as 50 blows for the actual penetration distance. The resulting Standard Penetration Resistance values indicate the relative density of granular soils and the relative consistency of cohesive soils. Where soft soils were encountered,these split-spoon samples were supplemented with Shelby tube samples. A Shelby tube consists of a 3-inch-diameter thin-wall steel tube that is , pushed into the soil by means of hydraulic rams. r'y The enclosed Boring Logs describe the vertical sequence of soils and materials encountered in each boring, based primarily on our field classifications and supported by our subsequent laboratory examination and testing. Where a soil contact was observed to be gradational, our logs indicate the average contact depth. Where a soil type changed between sample intervals, we. inferred the contact depth. Our logs also graphically indicate the blow count, sample type,sample number, and approximate depth of each soil sample obtained from the borings, as well as any laboratory tests performed on these soil samples. If any groundwater was encountered in a borehole, the approximate groundwater depth is depicted on the boring log. Groundwater depth estimates are typically based on the moisture content of soil samples, the wetted height on the drilling rods, and the water level measured in the borehole after the auger has been extracted. • S:IWORDPROC198 ProjectslSeattle112000s1126521RentanOKceMax.wpd PROJECT: Renton Office Max _- BORING NO. 8-1 E " - F _ SOIL DESCRIPTION t m j W °z PENETRATION RESISTANCE Page w v Location: Parking lot,near N.E.comer of proposed bldg. 2} 2 g o E- A 1 0P2 Ca Approximate ground surface elevation: 99 feet ct F- -t z w 3 Standard Blows per foot Other TESTING - 0 - 0 10 20 30 40 50 3°Asphalt Concrete Pavement(ACP)overlaying tan/ light brown,gravelly SAND(Fill) I. 1 j : Stiff,moist,gray,fine sandy SILT with some gravel(Fill) . IF • Ik, Medium dense,moist,light brown,fine to medium SAND- , S-1 � (Fill) — — 1 1 j - 1. 5 _ I - S Very soft,moist,tan with orange mottling, fine,sandy j EPA 8021 SILT ; . i - Lense of fine to medium SAND with some silt 3_3 i • r • Grades to gray • - ATD - - 10 - ® ' j E s-4 . ji:-�rd __A •! 71 Very loose,saturated,gray,medium SAND with some ���3 silt ``"�' . • Becomes loose,occassional piece of wood i' .. S-5 1!'`a,`° A. i i.; F Becomes medium dense - • • • Medium dense,saturated,gray,fine SAND with some _} j • silt L • 1: • . O ;i • m •..">%y W 25 ; ` • - I- - — ::', • W S-7 Very dense,saturated,gray, sandy GRAVEL ti �, Medium dense,saturated,gray,fine to medium SAND • with some silt �4, (Continued) I I 0- 30 . 00 20 40 60 80 100 El_ LEGEND MOISTURE CONTENT I 2.00-inch O.D.split spoon sample ' ! • I a p Grain size analysis Plastic limit Natural Liquid limit 1 CD ' N Groundwater level at time of dnll ing W712« nnalyticaltesting AGRA Earth & Environmental ENGINEERING GLOM SIMMONS of 2oowaeh 11335 NE 122nd Way,Suite 100 o (percent fines shown) Kirkland,Washington 98034-6918 Drilling method: HSA Hammer type: Cathead Date drilled: March 18, 1999 Logged by: KSS i 1 PROJECT: Renton Office Max BORING NO. 8-9 t F SOIL DESCRIPTION a ce °z z PENETRATION RESISTANCE pagge m Location: Parking lot,near N.E.corner of proposed bldg. m 14 g CO o ¢ A A 2 oft - Approximate ground surface elevation: 99 feet E. z Cd 03 Standard Blows per foot Other - TESTING Medium dense,saturated,gray,fine to medium SAND with some silt - S-8 - _ l A 1 1 l : - ' ::!'!;!'. [ 1 1 1 - _:__ Medium dense,saturated,tan/gray,sandy GRAVEL I'ti.i <:;;: - 35- with some silt — -- Boring terminated at approximately - - 36.0 feet J I - J -40 - — T . - J • • _ 45 _ _ _ 1 I . - 50 _ 1 J EA F —Cl) - • • 0 d - 55 - _ I - I . lL _ C< _ _ 0) I I v c i ! I — c 60 0 c7 0 20 .{e 60 80 100 1 LEGEND MOISTURE CONTENT I 2.00-inch O.D.split spoon sample I • t„ p Grain size analysis Plastic limit Natural Liquid limit I in I N �..- '- a Groundwater level at time of drilling AGRA Earth & Environmental 0I ENGINEERING GLOBAL SOLUTIONS d :;t 200 wash 11335 NE 122nd Way,Suite 100 Z 1 (percent fines sown)h o Kirkland,Washington 98034-6918 Drilling method: HSA Hammer type: Cathead Date drilled: March 18, 1999 Logged by: KSS --- 1 , 1,! PROJECT: Renton Office Max BORING NO. ' 8-2 PENETRATION RESISTANCE x ,..., SOIL DESCRIPTION ELI ia cc CI ,,, Pag1e ft z tz, ,§, Location: Parking lot,near N.W.corner of proposed bldg. 1.Y.- 'I*2 8 A A 1 of < < w Blows c: Approximate ground surface elevation: 97 feet r4 I-. Standard per foot Other cn Z CD TESTING - 0 — 9 10 20 30 40 50 3"(ACP)overlaying light brown,gravelly SAND(Fill) • • . : ;-- : 1 ' 1 . • . , ' ' • : Medium dense,moist,light brown,fine to medium SAND . : 1 1 - ;:— (Fill) . .1 . . L , . . 1 . s-, A I • ' ". ,. _ , . . ' Very soft,moist, tan with orange mottling,fine,sandy . SILT I — —ATD . I 1 I . r----7-4-G , • S-2 . . A,,_ 1 .1_• IdrrPfl•D Ert.! ! ,.. • EPA 8021 - . ' t :- ,:l.,i.?;! • I , 1 • . • I ! . . • Loose, wet to saturated,brown/gray fine to medium .; . , • . . . SAND with some silt ST-1 t,;4:4.-N : 1 . •• -- , WE, • , : 1:--- — - pFe4:!i ' • - . ,!}97,•!., : (:i!,;•gi,... : I - 10 -.- — h.g.,•,A • S-3 IP,' : •A - Becomes medium dense „ , • - L.:„;4;:ki .- , • , _ t.7.,-.i,-,..,! • , . . • . • - '1. •; • . . •. •Medium stiff, wet,gray SILT with some fine sand ' 1-5. : . •• : . - . • ' - 15 - _ ' . ' - --Itl.,,! • . . • S-4 m-::',7 A , . . , . Medium dense,saturated,gray,fine to medium SAND :3i.,; with trace gravel&silt • :i2,1n- •- I. L - - ;Po - • . _ - 20 - _ •., • . A 71 S-5 .!v]!';;,,,, .. . ' ' 1 . 1 I Very dense,saturated,gray,coarse,sandy GRAVEL„ . -, • •41--,..i *i':'' • - v• „ 0 ' ;_ co • - PtK-. •. : - . . • . • 25 — • :..4:a'l — • . • , 1 Grades to tanhight brown -T s 6--7;,,:1.1:r i . a 1' [ 89 Ak> 0 Boring terminated at approximately - 0 • i . 4 26.5 feet . - c., . '. . 1 , A . . • 0 , Z , I • . : . 7 ^ — • . ', FE : 1 • ' . . - Lc 30 . • • 1 1 0 0 20 40 60 80 100 I ' MOISTURE CONTENT , 0 LEGEND 1 • 1 1 1— cl I 2.00-inch O.D.split spoon sample WrPH-Gl 1 EIT Analytical testing Plastic limit Natural Liquid limit in j cc9 • 11{ 3.00-inch OD Shelby tube sample ....,_ .-- AGRA Earth & Environmental • -- ENGINEERING GLOBAL SOLUTIONS dulling of d levelat time ring , ' b ATD Groundwater11335 NE 122nd Way,Suite 100 z Kirkland,Washington 98034-6918 c0 0 ,s , Drilling method: HSA Hammer type: Cathead Date drilled: March 18, 1999 Logged by: KSS PROJECT: Renton Office Max ._ BORING NO. 8-3 SOIL DESCRIPTION w w x o PENETRATION RESISTANCE E. Trs, .-1w ..1w zw Page m y Location: Parking lot,near S.E.corner of proposed bldg. 2 m 2 o a A 1 0f2 a Approximate ground surface elevation: 98 feet �' z 3 Standard Blows per foot Other TESTING 0 - 0 to 20 30 40 50 1.5"Asphalt Concrete Pavement(ACP)overlaying light I I \: brown,gravelly SAND(Fill) — L i ' _ f _;; Soft, wet,gray/brown with orange mottling, fine sandy . � I SILT with some fine sand and trace organics I 1 S-1 --- 1---- i i 1 5 - Becomes very soft,gray,fine sandy SILT — — I i S-2 . •I ! 1 I WIPH-G . WIPH-D Ert EPA 8021 1 • S-3 1 • 1 169 t ATD 10 - Becomes soft — k 4*±fir.: i - . s� =v3 A •! . i . lrz .n ,-:,..y.--- Soft,saturated,gray,fine sandy SILT _: r:r:. . k. L?Y y v 'Ir'!'J'e� - 15 - • — Ir 1 • i ' .. S-5 i ','w'' Ai. [ • I �' — 1 Becomes, very soft occassional piece of wood ;x:a• t-i=7,' v__ yr,vi?ice [Int ki, ! Very stiff,saturated,gray,fine sandy SILT . 1 :•;;,..; • i _ 20 - — i` i i ti-laV Dense,saturated,gray,sandy GRAVEL S-6 s''uaK i • A• - _:,: 1. i • • Cn CI - Wr- ; - 25 _ Grades to SAND with some gravel — x `_,5. iu r; w S-7 r ='- 70/11" LL Very dense,saturated,tan,sandy GRAVEL with some "`,,,PG :: silt C s= i m l? I i - 0 • a 30 (Continued) too o 0 eMOISTURE CONTENT LEGEND I I • I 2.00-inch O.D.split spoon sample Grain size analysis b Plastic limit Natural Liquid limit N -� Groundwater level at time of drilling I AGRA Earth & Environmental m ATD • GI ENGINEERING GLOBAL SOLUTIONS 6 . 200 wash 11335 NE 122nd Way,Suite 100 Z (percent fines sown)h o c Kirkland,Washington 98034-6918 • Drilling method: HSA Hammer type: Cathead Date drilled: March 18, 1999 Logged by: KSS PROJECT: Renton Office Max BORING NO. . 8-3 F SOIL DESCRIPTION a m .�c4 z° PENETRATION RESISTANCE pa e w v Location: Parking lot,near S.E.corner of proposed bldg. t y ci g p<zl A 0 2 0 cl 30 _ Approximate ground surface elevation: 98 feet in F <z o 3 Standard. Blows per foot Other TESTING 0 10 20 30 40 50 _ Very dense,saturated,tan,sandy GRAVEL with some s';- silt S-8 ii:::? 1 I. ; 80hr> A • f 111 • Boring terminated_at approximately - I • ` • • •- 36.5 feet - L I• _ . - 35 _ • i . C. : L _ 40 _ K - - 45 _ _ ._ • Li - . , _ 50 _ • • { , • L , k i M QQ . di 55 . i W' - . rn W O k:a i C _ 0_ 60 I 1 0 0 20 40 60 80 100 MOISTURE CONTENT o LEGEND I • . a I 2.00-inch O.D.split spoon sample Plastic limit Natural Liquid limit N U) 1 N I Groundwater level at time ofdrilling AGRA Earth &Environmental cb ENGINEERING GLOBAL SOLUTIONS z 11335 NE 122nd Way,Suite 100 . _ o Kirkland,Washington 98034-6918 Drilling method: HSA Hammer type: Cathead Date drilled: March 18, 1999 Logged by: KSS • APPENDIX B r LABORATORY TESTING PROCEDURES AND RESULTS U • • APPENDIX B LABORATORY TESTING PROCEDURES AND RESULTS 8-91M-12652-A The following paragraphs describe our procedures associated with the laboratory tests that we conducted for this project. Graphical results of certain laboratory tests are enclosed in this appendix. Visual Classification Procedures Visual soil classifications were conducted on all samples in the field and on selected samples in our laboratory. All soils were classified in general accordance with the United Soil Classification System,which includes color,relative moisture content;primary soil type(based on grain size),and any accessory soil types. The resulting soil classifications are presented on the exploration logs contained in Appendix.A. . Moisture Content Determination Procedures Moisture content determinations were performed on representative samples to aid in identification and correlation of soil types. All determinations were made in general accordance with ASTM:D-2216. The results of these tests are shown on•the exploration logs contained in Appendix A. • - Grain Size Analysis Procedures A grain size analysis indicates the range of soil particle diameters included in a particular sample. ?_.� Grain size analyses were performed on representative samples in general accordance with ASTM:D-422. The results of these tests are presented on the enclosed grain-size distribution graphs and were used in soil classifications shown on the exploration logs contained in Appendix A. Li L rL22.- L 1. cI � t is I I S:\WORDPROC198 Projects\Seat0e112000s1126521RentonOfficeMax.wpd I • Grain Size Analysis Report < < c 5 z o 0 0 0 $ 8 a 8 -- ,o P) N ,L - g .. lIA a a E a a a a a , 100 1 1 I I I I I 1 I I I Ili I I , 1 : ' : I I ,i ! I I '. i I ; I ; I I I I 1 I I I I I ,II I I I I i I I II i ' I I I I I I I ! 1 I I , I I I Ili I I L1I 90 . . I I, I I II ! 1 ! I, I l : I : !:1 I I ! i1 I ' ' ' 9 I . I I HI I I I I ,1iI. I I 'E1 , 1IIiI1I1Il � � I l I I I I I I I I I' I I , ' , , , .I I I I I I I I !III I I I I I I III I I II I•I I , II I I III 11 II , , II.I! I:1 • J I I I I I l L 80 I ! {. •I I • • I - II I 1 I III I II I !II I , ,! 1,; i I I IJ�y. 11 I I 'i 1 I Ill l I I l I I 1 i 1 II I Id I I ,• ' I Ii Ill i- I 1 I (I}., 11I III � II II L1 l 1I1 II!I Iii'III IIjI I I III I1 II I iIl I„I li i I 70 1 III .I I I I I 1 f: I 1 ,, l • I 1l l ill 1 l CC 1 I , I I I ir.l I I 'I I I Il I I . � 60 Ij 1 r 1 — -- • Z 1 II I I I I I I ll I I II I I ! I LT_ 1 I 1 I I 1 I II I II I 1 IIII I!l I' I ! I I I ! I I I--- I 1 I 1 I I 1 IT:i • I I ! I i'1 1 I I I I Z '50 1 I I I I I I. 11 1 -' I I I I11III . . I l • III I I I I 1 I I I I I I I 1 , 1 ! U 1 I I I I I I I I I , I I I CC I I ' I I I 1 1 I I I I 1 1 I III 40 'I 1 1 I I 1 I I I I , I I I ! I ; • a I I 1 1 1 I T . 1 11 I , I- I - I I I I 1 I 1 I II , I • 1 I I I , 1 1 I I 1 I I I, I 1 1 I 1 I I ' . I I 1 I I I I I ' ' i 1 Ill I i I I I I I I i I I { II ! i II : : , I11i .I. I •I I ! , 30 I I I I II I II I I ;;1I i t ! i Ii 1 III 1 I f I . 1 , 1 I I 1l I I I 1 i I. I I I III III I I I I ! I I . I 1 I I I I I ! I I I III I I I I I I I1 - 1 I I ,1 I I I I I 1 . II III I ! 20 iI I I I, , 1 I . . ,i , I :I I III 1 . I ! I I ! ... i I. .. I I. , 1 1 1 ! ..; I I , I I I I II ! i 1 ll , II .l ! I I II 11 I j II I I I I ! 11. 1 l I I 1 I I 1 ' I I. I I -I I I 10 I I i I I , I I I , • I , L ,J_, 1 I 1 I I 1 1 1 1 I I I I l I I I I I 1 I I - I I• I II . I .I I I 1 1 I 1 , I I I I 0 1: I I 500 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm : %COBBLES %GRAVEL %SAND %SILT I %CLAY 0.0 0.0 91.7 8.3 L' 'SIEVE PERCENT SPEC.* PASS? Soil Description SIZE FINER PERCENT (X=NO) . Grey sand some silt 4#1 100.3 (organics noted) • #20 92.3 #30 • 41.4 Atterberg Limits PL= LL= P1= _ #100 200 18.3 Coefficients . D85= 0.680 D607 0.508 D50= 0.463 D30= 0.362 D15= 0.245 D10= 0.144 Lit Cu= 3.51 Cc= 1.79 Classification USCS= AASHTO= • Remarks Tested by:DP Reviewed by:ML • * (no specification provided) Sample No.: #2554:4 Source of Sample: Date: 3-22-99 Location: B-1 /S-5 • Elev./Depth: 15-16.5' -- Client: °AGRA Earth & Environmental Project: RENTON OFFICE MAX . ; ENGINEERING GLOBAL SOLUTIONS • • Project No: 12652-A Plate • Grain Size Analysis Report i C s .g = 0 N ' Op8 ? 8 tC = C C ? m i pp p ^Y II II • I •100 I I I I II . .' I II. I II I 1I I j I I I I I 1i1 I' I • . i II II ' I I I I I 1I 'I I• I I.,, ' I I 11 I , 1111II • 90 I 1 :' j 1 I ' I I I , 1 1 I i I III l' l l j 'it i 111 I I j i I I I I , I 11 1 1 I I I 1 • I I I I I I I I I ' I .• I I III I ! 1 1 • -i I I I I I i III I I 11I 'I I ' I ' 1111'I I I I ' 1 ' I I I I I I I I I I 1;; ' I .I I I 1 I I I7 I I I I III I 11 ' ! ' ,�-= I I I .. 1 I I I , I 1 I I III ! I i Ii ; I' I I I I • I 1 I I I I 1 1 i • 7o ,- R I T I i i 1 I I I I I I I I I I I I 1 I , i I I I � �i I I I I I I 1 I I • I I II _ I I I I I I I I I II I _I I I I I I I I I I I I I I , i II :1 I j LU 60 1 c 1 T I 1 r -__.__ 1- Z I I I I • III 11 I I 1 III I I 1. I. l i ' i I I I, I I I I , I 1 I ' I I I I . I I I • I I I I , I I I 1 I III I l 1 i l l •' I I I 1 I i t I i, I ' I 1 i 1 II I I. 1 I I I Z 50 I 1 1 I , • 11 I 1 I I I , 1 I I i ; -'------ Li! w I I I I I 1 1 I UN I I I t I 1 I • i I I I I I 1.1.. I I I I ,I I I I 1 1 I I 1 II i II II I 1 •W 40 I I I •I I I II 1i i I I I l i1 .a ', I 1 I I I I I - g III , I I I f I I 1 I I .I 1 I I I , ' II30 I_ I 1_ I _ I I I I I I I I I I I I I • : I I 1 I' 1 1 I 1 I I I I 1 I I , 1 I l i .1 I 1 I , 1 1 , I I , I I 20 ' 1 I , I I I 1 , I� 1 1 1 I i 11 i I I . 1 I I I I , I 1 I I I , ; 'I -I I I I I I' I I I l I I I I I I I I I I' I I 1 I I I I 1) I I I I I I I I 11 I _ I I 10 I I • 1 I 1 I 1 I I I' I 1 1 I I I I ' I I I I I . I I I .. I I 1 1 I I I I I I I I I I I , I I I I I I i I 1 1 0 ( 1 I 1 I I 1 1 I I I 1 I I 1 1 I 1 . . _ 500 100 • 10 1 . 0.1 0.01 0.001 GRAIN SIZE-mm - %COBBLES • %GRAVEL %SAND %SILT I %CLAY 0.0 0.0 45.2 54.8 t i SIEVE PERCENT SPEC.* PASS? Soil Description • SIZE ' FINER PERCENT (X=NO) Blue grey fine sandy silt #10 100.0 "' #20 99.9 ' #50 96.0 Atterberq Limits PL= LL= ' P1= #200 83.9 4 8 Coefficients D85= 0.156 D60= 0.0836 D50= D30= D15= D10= G Cu- Cc= • 1 Classification USCS= AASHTO= L-_i Remarks Tested by:DP RTeviewed by:ML * (no specification provided) . • Sample No.: #2554.11 . Source of Sample: Date: 3-22-99 Location: B-3/S-5 Elev./Depth: 15-16.5' 1 Client: •AGRA Earth & Environmental Project: RENTON OFFICE MAX ENGINEERING GLOBAL SOLUTIONS Project No: 12652-A Plate I. -'1 TRAFFIC IMPACT ANALYSIS for . . . . . . ....... . . .. .... .. ... . Renton Center Prepared for: Northwest Building Corporation 5 • May 7, 1991 Fl.:- 4.., . . Prepared by: The TRANSPO Group, Inc. - 14715 Bel-Red Road, Suite 100 Bellevue,WA 98007 206-641-3881 ' • FAX: 206-747-3688 r a_ TABLE OF CONTENTS Pane INTRODUCTION 1 Study Area 1 • EXISTING CONDITIONS 3 Roadway and Intersection Characteristics • 3 Existing Traffic Volumes 0 4 • .Existing Intersection Level of Service • • .4 • • Accident Analysis 6 • . • ; FORECASTED CONDITIONS wrniour THE PROJECT 8 Programmed Improvements . .3 • . Forecasted Future Traffic Volume Assumptions 2 1992 Traffic Volumes 10 PROJECT TRAFFIC IMPACTS 12 Trip Generation 12 Trip Distribution 15 Trip Assignment 17 • • 1992 Traffic Volumes With the Project 23 • • TRAFFIC OPERATIONS ANALYSIS • 26 • • Level-of-Service Analysis 26 .• Grady Way Transportation Benefit District 27 • SUMMARY 28 • APPENDIX A-Trip Generation ., . .• APPENDIX B Levet-of-Service Concept&Calculations (Under separate coved • •i • 1 1 . • • . •.• . LIST OF FIGURES Page 1. Site Location 2 2. Existing(1990)Traffic Volumes PM Peak Hour 5 3. 1992 Traffic Volumes Without Project PM Peak Hour 11 4. Distribution Pattern New Trips 16 5. Distribution Pattern Pass-by Trips 18 6. Distribution Pattern Diverted Trips 19 7. PM Peak Hour Project Traffic New Trips- 20 8. PM Peak Hour Project Traffic Pass-by Trips 21 9. PM Peak Hour Project Traffic Diverted Trips 22 10. PM Peak Hour Project Tragic All Trips 24 11. 1992 Traffic Volumes With Project PM Peak Hour 25 LIST OF TABLES 1. wing Level-of-Service Summary 6 2. Traffic Accident Summary 7 3. Programmed Improvements 8 4. Net Increase in Driveway Trips 14 5. Trip Generation Summary by Trip Component . . 15 6. Traffic Volume Impact 23 7. Future Level-of-Service Summary 26 • INTRODUCTION ro osed Renton Center anion project calls forremodeling The remode the existing P �P P jg g shopping mall and adding a grocery store to the site. The remodeling would reduce the size of the shopping center by approximately 9,000 square feet(sf), and the new grocery store would add approximately 44,000 sf. The proposed expansion would, therefore, increase the total gross leasable area at Renton Center from approximately 315,000 sf to 350,000 sf. The purpose of this study is to determine the impact of the proposed project on roadways and intersections in the vicinity of the site and to recommend measures to mitigate the impacts, if necessary. Study Area Renton Center is located northwest of the I-405/SR 167 interchange in the City of Renton. As sho•wn in Figure 1, the site is west of Rainier Avenue S (SR 167) east of Edwards Road (Hardie Avenue), south of Sunset Boulevard, and north of the Burlington Northern railroad tracks. The City of Renton's guidelines for traffic impact analyses suggest that signalized intersections should.be evaluated where a project is expected to result in a 5 percent increase in peak hour trips. Based on.a preliminary analysis and discussion with Clint Morgan of the City of Renton,the following intersections were included in this analysis: • Rainier Avenue S/Sunset Boulevard/S 3rd Street • Rainier Avenue S/S 3rd Place • Rainier Avenue S/S 4th Place • Rainier Avenue S/SW 7th Street • Rainier Avenue S/Edwards Road • Rainier Avenue S/S Grady Way ;• a. l • Sunset Boulevard/Hardie Avenue/Langston Avenue • Edwards Road/S 5th Street 90401.00190401 R1 The TRANSPO Group,Inc. Page 1 it c' E{ • ram`~ .� 1�1t 4--W11Mr11i1117iWlgikliII 11O Renter r . 7 :- ‘‘` flNerchcnq- A . ECM -.MeirM , ,:$. ., iik4--- 7/11- rillre,, raellantraai:••„„,--:.. ..": lkone g �y � �R'E N ?O N _ z *- [>T a co 4.`§ '1 gq: 7' �. u 7• . ,. �� D I Y I 1 I D N •0 NO 8 •17) I'll.57 • of; '�; c 1• ; IX e--rittoIt. flit! ,• ..,ir a � ...r..:: t........? - ,.- - fi maim- �.•' tc. I it , . \-_, • .: .v- rat. . .. . i lerrim. t :Riintil..\ soo? I,_. ., 1 ,"4"-- et,;,.. ,;- • . AM•• . .(:, al I j?:*4.1 \Ill IRMI .� 1:Wair." � AIR rl _ r17 -- Fhe . IRE : i •/ `N. ! 1•!t.Q -. t f0 a _ r 0.4'7. .y. too..,i3 i ligtE14 • Rt3{flit ti,ktrri :J.ad.:+.~. L A• t 't a ,-.: o pt 1 ♦ ..s•. y Illia- If t ---211: it2 i ,.,,. .., ........r . . --,; - It.F..--r„. .5.INE ....v4„.....\ , ..._....1., t, . .• to cuvt '�{� r• 7•.,..i1f'_ ti Asa! ► ' E .f I _rq ,i. ,i..Li J' •Tt- - ��� « te . rii1Pr a.� •�\ I i t ._ • m {" �� ..i , .. .'x''--- ili ) -- -� � , { . •T � 4- ....., a r: _-- . SITE.. -� �d << , _ �tr 1.11:1 .14C • �I a f't I i+;a sRLE7 w` I \ ti i I • ,�Z knt ,. , •rr J �PC i '-unt •? I \ 1 ' t ". \'• 1r -� \i... SIp' • ' 1. :401A.:\;,..'t,:\71r1 .,_ , . 7.0e4 %Ale _____:„.--„la .. I .' jr4 -...._ ,_.... . .r. .... tr . • .. , _ .... . .„:72126_,=_. ...........4 t_ , ., ,; . -2,...•••••"' • • .. •, " "' i ti 1 lir(O[ 1 t Fi Er.1 4 i�{'' tt.. � L' 1 / (n 'change ! .� -,,, , - 17, P• ta.,,v7...- . - :,: i.,....j. ,c:::) i 4. _ ...:. .\,..:, (4.5 s _ -_, ,,..... .. , T,1 - illidek ,:;.:,__. ,..., .( 1; : •- i 1K i .... . ,,.... . R. '""..,. ..k..A. :.-_,... 1 ..../--- . _ . ..... itkgr. ilk • :-.r7. t ,- • . ', t 4::: "w .g. 6, A...., .. ..,... J.( 1: A.._ As . 8:0- i3ir Li, :k.,,,i.s.:1::: ‘.I ; \‘...,.. .fir. Ns). 7w2_,___..„......„,,.,....7._........„..._. ..,„ iranSPO Zr 'ON Figure 'I Site Location • 90401.00L0401 R 1. The TRANSPO Group,Inc.. Page 2 --- j EXISTING CONDITIONS Roadway and Intersection Characteristics Roadways in the project vicinity have the following characteristics: • Rainier Avenue S (SR 167) is a five to six-lane principal arterial with additional turning lanes at major intersections. From Sunset Boulevard to S Grady Way, Rainier Avenue S.has three southbound travel lanes and two to three north- bound travel lanes. The existing speed limit is 35 mph. Rainier Avenue S pro- vides access north to Seattle and south to Kent. Signalized intersections in the study area are located at Sunset Boulevard/S 3rd Street, S 3rd Place, S 4th Place,SW 7th Street, and Grady Way. These signal;are coordinated to progress traffic on Rainier Avenue S. • Edwards Road is a two-lane roadway with left-turn pockets at 5th Avenue S. Edwards Road provides local access to the west side of Renton Shopping Center. The speed limit is 35 mph. • Sunset Boulevard is a four to five-lane principal arterial with additional turninglanes at the intersections with Rainier Avenue enue S and Hardie Avenue. Sunset Boulevard provides east-west circulation between I-5 and downtown Renton. • S 3rd Street is classified as a principal arterial and operates as the eastbound component of a one-way couplet with S 2nd Street. Together these streets pro- vide east-west circulation through the Renton CBD. • SW 7th Street is a four to five-lane roadway with additional turning lanes at • major intersections. The speed limit is 30 mph. • S Grady Way is a four to five-lane principal arterial with an additional eastbound left-turn lane at the intersection with Rainier Avenue S. S Grady Way provides access to I-405 via Rainier Avenue S to the east and Interurban Avenue to the • west. The existing speed limit is 35 mph. 90401_.00\90401R1 The TRANSPO Group,Inc. Page 3 Existing Traffic Volumes Existing traffic volume information was obtained from the City of Renton. In addi- tion.The TRANSPO Group conducted a PM peak hour turning movement count at the Edwards Road/5th Avenue S intersection in November 1990. To adjust the volumes to a common 1990 baseline,traffic volume data prior to 1990 were increased by a 2 percent average annual growth factor. This average annual growth factor reflects the historical growth on the major roadways in the study area. Figure 2 shows the 1990 PM peak hour traffic volumes. Existing Intersection Level of Service- Levels of service (LOS) are qualitative descriptions of traffic operating conditions. These levels of service are designated with letters ranging from LOS A, which is indicative of good operating conditions with little or no delay, to LOS F,which is indicative of stop-and- go conditions with frequent and lengthy delays. Levels of service for this analysis were cal- culated using procedures presented in the 1985 Highway Capacity MartuaL Appendix B. includes an in-depth discussion of the level-of-service methodology for signalized and unsignalized intersections. Existing signal timing and coordination data, provided by the City of Renton,were used in the level-of-service analyses. For all calculations, northbound and southbound progression windows were maintained. Level-of-service analysis was performed for eight study area intersections. The level- of-service results for the existing conditions are summarized in Table 1.• 90401.00190401 R1 The TRANSPO Group,Inc. Page 4 .-° nee ••-.-.__ r--- _ . _. I Am 1650 North 366 264 A 268982138 ......--1>26-T: r :. S 3rd St . 985� �.. . ::::;;: S ardPt :••' e• 4 ' 1� 02 �`5 1 3 Sit `;:••••••••;'::'•:':••::::.::• :• \r •••. 26 • . 77� 311g93 1 r 0 i -41\r : i.:i.:;; - 2 . . • 174 ,104. 31-) 1 0 1 fl\ . �s I ` sw7th St 0 1463 L� • qN > 162 369 •-126 . 234 ( L ¢--117 4 79—f (" •• ( . 2988-k. 179 9 122 Icirilf 1276 gC 7437 L219 183 182 -4--483 t 4. =886 1 • • 226-4 -41 618--� 109�655 377—i 831 • The Figure 2 Transpo RE TON -- J...•CENTER Existing(1990)Traffic Volumes Gap— PM Peak Hour n • - 90401.001.90401R1 The TRANSPO Group,Inc. _Page 5 r8 3F � `LL ,53r�S"y R 7 dw _.Cfi4� t-.1;':� 7, • ,:z.. • _ _ "-_ -_� •._.. • Table 1. Existing Level-of-Service Summary • Existing Signalized Intersection LOS Avg.Delay(1) Rainier Avenue S/Sunset Boulevard/S 3rd Street D 27.0 Rainier Avenue S/S 3rd Place E 40.1 • Rainier Avenue S/S 4th Place B 8.9 • Rainier Avenue S/SW 7th Place E 40.9 Rainier Avenue S/S Grady Way F • Sunset Boulevard/Hardie Avenue SW D 29.9 Unsignalized Intersection LOS RC(2) Hardie Avenue SW/S 5th Avenue All turns from Mall Driveway D 145 SB left from Hardie Avenue A 800 NB left from Hardie Avenue A 751 Left/thru from S 5th Street C 227 Right from S 5th Street A 542 Rainier Avenue S/Hardie Avenue Right turn from Hardie Avenue B 394 Average delay greater than 100 seconds. (1) Average delay expressed in seconds per vehicle. (2) RC=Reserve Capacity in vehicles per hour. , Accident Analysis Traffic accident data was provided by the City of Renton for the period from January 1986 to.October 1990. At signalized intersections which are at LOS E or LOS F. a relatively • high frequency of rear-end and sideswipe accidents can typically be expected...As conges- tion increases, drivers tend to become impatient and inattentive,which contributes to acci- dent risk. Sideswipe accidents are also anticipated at locations with double turning lanes • which are present at several of the study area intersections. A summary of the accident frequency is shown below in Table 2. • 90401.00 I 90401 R1 The TRANSPO Group,Inc. Page 6 =f. .---- - Table 2. Traffic Accident Summary No.of Acc.(1/86 to 10/90) Acc.Rate Intersection RE1 Angle SS2 Other3 (Acc/MEV)4 Rainier Avenue S/S 3rd Street/Sunset Boulevard 30 18 23 5 0.87 Rainier Avenue S/S 3rd Place 27 22 9 6 0.87 Rainier Avenue S/S 4th Place 24 25 8 6 0.94 Rainier Avenue S/7th Street SW 37 18 10 7 0.90 Rainier Avenue S/Grady Way S 60 27 26 9 1.11 Hardie Avenue/Sunset Boulevard SW/Langston Road 17 23 7 9 1.17 Edwards Road/5th Avenue S 1 6 1 4 0.50 Edwards Road/SW 7th Street 5 11 3 1 0.49 Edwards Road/Rainier Avenue S 2 0 1 1 0.07 1 RE=rear end. 2 SS=sideswipe. • 3 Other=head on,backing,pedestrian,single car. • 4 AcdMEV=accidents per million entering vehicles,fixed object ti As shown on Table 2. rear-end and sideswipe accidents are the most prevalent type of accidents occurring in the study area. However, the accident rates (accidents per minion entering vehicles)for all the study area intersections are generally considered to be low. Therefore, no unusual safety problems appear to exist in the study area. 1 it • • rt a �.. — .}yam"Itr. yIIya • :a. .*;::;"..• r % 90401.00L0401R1 The TRANSPO Group,Inc. Page 7 a`4y ""u:. ,a" . ,_:. • • FORECASTED CONDITIONS :, WITHOUT THE PROJECT i i Programmed Improvements 1 i The City of Renton's programmed improvements for the area surrounding the site fall into two separate categories—those proposed in the city's six year transportation improvement program [ITP) and those proposed for the Grady Way Transportation Benefit • Zone (TBZ). The Renton Center project is outside the Grady Way TBZ and therefore is not included in the impact fee assessment program. However,the Grady Way TBZ projects proposed for Rainier Avenue S will provide..improved traffic operations for vicinity traffic, l 2 including Renton Center traffic. Two of the Grady Way projects are included in the study area. A further discussion of the Grady Way TBZ is provided later in this report. Table 3 lists the proposed improvement projects in the study area. k E Table 3. Programmed Improvements r: Cost Program } Location Proposed Improvement Estimate Year Six Year T1P' S 3rd Street/Rainier Avenue .Signal modification to provide $54,000 1993 - Pedestrian Improvements • exclusive double left turn in • southbound lanes. Grady Way TBZ Grady Way/Rainier Avenue S Grade separate intersection. $4,000,000 — . Rainier Avenue S- - . Widen to 3 lanes northbound. $300,000 — S 7th to S 4th Street eY; - City of Renton Six Year TIP, 1991 to 1996. • Grady Way Transportation Benefit Distict Exeajtive Summary Report with updated Proposed Project List. h,' ` `' 90401.00190401R1 The TRANSPO Group,Inc. Page 8 ';�• - •--•- o-....➢ssrA'9k�F1'i��. r,-"'2. "?NWY 15tiGIS �vdW}�f'.lt.`w . J..--._..... -fs.n..,.._.a�.�...�,.z1..-,-rs.«..,�.�. ...--..--,.. ,�. -...-. Forecasted Traffic Volume Assumptions The future conditions were evaluated for 1992—the proposed opening year of the remodeled Renton Center. The project's traffic impacts were determined by comparing the operating conditions in 1992 without and with the project (full occupancy of the project is assumed to occur during this year). The future traffic volumes without the project include traffic growth from other proposed developments in the area and regional growth. The regional growth rate, discussed later,would also account for small development projects inside the study area. Pipeline Projects The cumulative impacts of four proposed developments were included in the 1992 traffic volume projections. These projects include: • Village Place North -An office development with approximately 270,000 square feet of space. This project is located on the existing Renton Village site. Trip generation and distribution data for this project is from Traffic Impact Analysis for Village Place North,The TRANSPO Group,April 5, 1990. • Black River Corporate Park-This development is located on the northeast side of Oaksdale Avenue north of SW 7th Street. The current proposal calls for development of up to approximately 470,000 square feet of office space on two E. tracts (Black River Corporate Park Draft Environmental Impact Statement,April 1990). The trip distribution for the project generated traffic was provided in the Valley 405 study which was the previous study of the same site. • Southgate Phase II -A 160,000 square foot office project located at Lind Avenue/ SW 19th Street. The project trips were determined using standard ITE trip equations, and the trip distribution pattern was derived from other projects in the vicinity. It is assumed that only 25 percent of the project trips will use Rainier Avenue north of I-405 (10 percent to Grady Way and 15 percent past the Renton Center site). I ; , 90401.00\90401 R1 The TRANSPO Group,Inc. Page 9 • East Valley Business Park Phase II -A 67,780 square foot office and industrial park located at Lind Avenue/SW 16th Street. The trip generation and distribu- tion pattern assumptions are the same as for the Southgate project. { Together,the four projects would add approximately 250 trips to Rainier Avenue adjacent to the Renton Center site during the PM peak hour. This increase, by itself,would represent a traffic growth rate of 3.4 percent per year. Background Growth Rate In addition to the traffic generated by the four proposed projects, the existing traffic vol- umes were increase by 2 percent per year for two years to account for general background growth, other new developments outside the immediate study area, or variations in the pipeline projects. .f 1992 Traffic Volumes. ,t Without the Project The 1992 traffic volumes without the project are shown on Figure 3. These volumes include both the 2 percent per year background growth and the trips generated by four proposed projects in the vicinity of the site. The total increase on Rainier Avenue adjacent A. to the site, from existing to 1992, would represent a growth rate of 5.4 percent per year. 114 Traffic counts taken by the City of Renton in 1988.and 1990 near the site showed 4 that the PM peak hour traffic volumes have increased at rates in the range of 4 to 6 percent per year. The representative growth rate determined for this study(5.4 percent per year) is within this range. 90401.00190401 R1 The TRANSPO Group,Inc. Page 10 .tziOrtweiw.a.YAmatupt4S.a.S+yka ly"x....-� .....4,--x,..w i-.... 1755 North j2L . .....//,‘: ,L..2 05 695- - ,3Q52A0 ! '�°;a• -a-535 335-1 1160 �I i_1°D 25_4 t ;, 53 dSt J :• :•:•:••:••I a's 4,t ... ..,:::::::: S3rd 121 ,.•,. �130 55 1,910 \ice �_ `•5 i:*:::::::::::::::::::::::::::: ..,1 metors' •• ••••••••••••••••• ::.:6, , RENTON :.:. : „___! -41\to :;:::::: 7325 f j55' 416 ......................,..,..:. ,,:::.:::::::::::::::::::::::::::::::::::::::::::: seom �10 C ltFR . 5-1 : ,i::::::::::::::::::::::::::::::::::::::::,, .,-k n\r :;;::;•::•:; : ;:•:••:•• •;•:•:•• � 110 \c16 P 1--\ f SW7thSt 5 e 1550 _230 If/4,43/ 245 1 ir I ( 5T0i } 3T0-- - I851 125 1460 S Gc ilWal 70-� 1 l65 1505 L305 190 205 -*I ► F1015 235- 'i i r I 715--► 130 1 735 490 920 Re Figure 3 Tmnso 'z„ PAR 1992 Traffic Volumes Without Project G ou PM Peak Hour 90401.00190401 R1 r The TRANSPO Group,Inc: Rage 11 .� a -....._ .. .-. ..... . . • ' PROJECT TRAFFIC IMPACTS 1 • .; Trip Generation 1 This section summarizes the trip generation assumptions and methodology used for the Renton Center expansion project,which calls for remodeling the existing shopping mail '4 i p and adding a grocery store to the site. The remodeling would reduce the size of the shopping center by approximately 9,000 square feet, and the new grocery store would add approximately 44,000 square feet. The proposed expansion project would increase the total gross leasable area at Renton Center from approximately 315,000 square feet to 350,000 square feet. • • • Trips made to a retail development must be divided into three components to fully e, understand their traffic impact characteristics. The determination of these trip components is 0 dependent on the size, type, and location of the proposed retail facility and the location of other similar competing retail facilities. The three trip components that make up the total . . • driveway trip generation are discussed below. Expanded discussions of trip assumptions .. ,i and backup data for each trip component are provided in Appendix A. • - ._. ii • Pass-by Trip -A trip that is already on the roadway network en route to another gi ki destination. For example, a trip to the store made on the way home from work because it is convenient is a pass-by trip. Pass-by trips de not impact the streets adjacent to a retail facility, but would impact the turning movements at the site driveways. Pass-by trips would account for 44 percent of the total g driveway trips. This percentage may be conservatively low, considering the high. . volume of traffic on roadways surrounding the site. High adjacent street .. volumes increase,the potential for pass-by(drop-in) trips since exposure is I high. - • Diverted Trips -A trip that, if not made to this shopping center,would be made • to another shopping center. Diverted trips represent a reallocation of trips . which already exist on the roadway network. The diverted trips would repre- sent about 21 percent.of the total driveway trips. This'estimate is conservative. • 90401.00190401R1 The TRANSPO Group,Inc. • Page 12 fi were based on lm trip equations. The net increase in drivewaytrips due to the shopping • center expansion was then calculated as the difference between trips generated by the • expanded and existing shopping centers. The driveway trip generation is summarized in Table 4. 1.4 Table 4. Net Increase in Driveway Trips • Number of Trips at Site Driveways 1. • Trip Rate(trips/1,000 sf) PM Peak Hour Land Use Size(sf) Daily PM Peak Daily In Out Total Proposed Shopping Center 306,000 45.27' 3.67* 13,850 562 562 1,124 Grocery Store 44,000 125.50 8.82 5,520 194 194 388 • Total 350,000 19,370 756 756 1,512 Existing Shopping Center 315,000 47.30 3.79 14,900. 597 597 1,194 Net Increase 35,000 — — 4,470 159 159 318 Trip rate based on 350,000 square feet,reflecting total shopping center area,including grocery store. As shown in Table 4,the proposed shopping center expansion would increase the total driveway trips by approximately 4,470 per day and 318 during the PM peak hour. The impact of the expansion, beyond the site driveways, depends on the number of new trips added to the vicinity roadway network and the effect of diverted trip patterns near the site. • As previously discussed, new trips represent 35 percent of the total driveway trips. Table 5 • '• shows the breakdown between the three trip components. (An in-depth discussion of the • .• N three trip components is included in Appendix A_) {.•• • : • 4,( • 90401.00190401 R1 The TRANSPO Group,Inc. Page 9e 14 • r.-•r_a .... 5 t... T,J�`SLF Y•: �'!Kti. '.J�....r•S sn.- , Table 5. Trip-Generation Summary by Trip Component :.4 PM Peak Hour ., Trip Component %Trips Daily . In Out Total p. II Total Driveway Trios 100% 4,470 159 159 318 Pi ill Pass-b Tri s 44% il Y p 1,970 70 70 140 t Diverted Trips 21% 940 . 33 33 66 4 • New Trips 35% 1,560 56 56 112 Pi Ra The proposed site will increase the traffic on local roadways (new trips)by approximately 1,560 trip per day and 112 trips during the PM peak hour. As discussed in • "; the Trip Assignment section of this report, some of the diverted trips may impact the streets adjacent to the site as they are reallocated to the new grocery store from an existing grocery store. The trip generation estimates defined above are based on the most recent data t. available from ITE and other sources. Engineering judgement has been applied based on 1 ;N our experience of other retail facilities in the region. However, given the location of Renton 1 Center at the junction of two major arterials and the number of other retail facilities in the area, the trip generation estimates and component breakdown are most likely conservative. - Trip Distribution A separate distribution pattern was developed for each of the three trip types—new, . a . pass-by, and diverted. The distribution of new trips was determined from the existing - :i.. traffic counts at the Renton Center driveways. Inbound and outbound turning movements x: were averaged in order to reduce the effect of existing pass-by trip patterns. The new trip vs. 11_ `' distribution pattern, shown in Figure 4, assumes 31 percent of the trips are from the south, 26 percent are from the east, 32 percent are from the north, and.11 percent are from ,` the west. , :rt fit,. • ... i; r Cyr. • • 90401.00\90401 R1 The TRANSPO Group,Inc. Page 15 • North 8% . •' 24% • . - •2% `f` • S #` .S.iIC�.� • --�•:r,;�<+; .,gin h o ' ,� ;:::;•:::::::.:�:;•.;;V 1.4% a .A. ••,;••,;••:•:;•:;•:;•::•:••• •••••,:- - • e ::: .::;:::::.•...... :::: ��% Sand 4 • • r _ 501 V• ,• •• •. •, ••••••.•.• .;.• ,•• • • • x . • a :y- I c3yi .' - . 4 S St } 1 /0 2% • *r' 3/0.- • • 3/o :Jt 2 ° 3/o . ;k': • The • ;k:^ Igure 4. Transpo N • `:' R Distribution Patter . New Trips •F-.'' 90401.00190401R1 The TRANSPO Group,Inc. Page-16 • • • Pass-by trips usually occur on the way home from work. Therefore, the pass-by trip ,.t distribution pattern was determined from work-to-home trip assignments developed for the Grady Way Transportation Benefit District Study. Figure 5 shows the pass-by trip distribution pattern. As discussed earlier in the trip generation section, a diverted trip is a trip that if not t i made to the proposed shopping center would be made to another shopping center. For Renton Center expansion project,the diverted trips were assumed to be,•, P j generated by the proposed grocery store. There are at least 14 major grocery stores within three miles of the 4 .' site from which the proposed grocery store may divert trips. A higher percentage of trips would be diverted from the nearest grocery stores,while a very small percentage of trips ;. would be diverted from distant grocery stores. For the purpose of this analysis, it was assumed that 50percent of the diverted trips would be from •_ P grocery stores within one mile f<•: of the site, 33 percent would be from stores between one and two miles of the site, and 17 percent would be from stoi-es between two and three miles from the site. Figure 6 shows k the location of grocery stores within three miles of the site and the percentage of diverted q .: P trips by location. Trip Assignment The PM peak hour trips for the three components were assigned P P to the roadway • network according to the distribution pattern for each trip type. The assignment used the = following procedures: i1Y'r• ` • New Trips were assigned according to the distribution pattern for new trips. • New trips are shown on Figure 7. : ;. • Pass-by Trips are already on the adjacent roadway network and therefore only impact the site driveway. Pass-by trips are added to the turning movements into and out of the site and are removed from the thru-tragic stream passing the site. Figure 8 shows the pass-by trips at the site driveways. • Diverted Trips were reassigned from the 14 existing grocery stores. This r • reassignment was performed on a store-by-store basis. The proposed grocery ' store will intercept some trips that would otherwise go to another store, thereby reducing the traffic in some locations. Other diverted trips, especially those diverted from distant grocery stores, would be new trips to the site vicinity. Diverted trips are shown on Figure 9. •.• 90401.00190401 R1 The TRANSPO Group,Inc. • Page 17 ti =f'`T+!=.--�.'.w.n •c}�hY.wfi:�- ',o° .. .... » :;�i•� ':+. n„ � ....'•sin.:.. �r:1: -. �SY._ .... .. ®l =f 3% North 3% 4 1 + „.._ fr 1% I 9% • `` 1% .. 1% s St h. :;r•: o • :•.:• ;:•:':••• • 22% - R•• ...• 5°r p 0 • 4. • _ki ; : • �5% —7% swrehsr . % 6%� 11 7,:g.i. e .... Wcy os 3lA l0 : t'.: Y'� fro 14% .:,. • I OQ%�our=1Oo%. 13% r.i n., The Rgure 5 Traflspii r`. i w Distribution Pattern Group— ... Pass-By Trips •. ''' 9Q401.04190401 R1 The TRANSPO Grout).Inc. Race 18 ar ;'ii1-.ta:..."'"i . :zi' sa..,,5,:,,,- l F-c?..-,id,Ni rS...,. ,..,.s..'-' •... - ... _ ....._ _. _ _ _ ,.-��•.w•..v�.-r--.�-.. -._ art• ---- h } '` •'r.1�4^-�.ialar"III * . J t.. 1 t.. S. 1 R. '-e+. I' - •' ,` Zl�,�.w:..��`�la iS12:fI! X 5...h..`a.••'•ibd 34 '..' :es 11 l"illir . ,_ r. �. .11'�--\ ' -L .eirim t(s inn T sue- .r ,l+'i-7 ' > •1"11• ,Sear` t4 „) .s ,, Z,c"'""`e.".., I s' 7 :�wry`^'y• 4 " . r-^ al` t+L.(••• . / V. �. r ►.7=F 3. L -t �. - - ;; -Aar � .a* ...ft,1. i 'lp �" - _ pe---_ I _ • .VI .--r"'''-'4.77..-`v/f .... ..' - ..44"16;;;"-- ..4.111k - - -5. "r-44--- ••w:::,r...ci i 6...:..--717,,,Aa 7 -7:,-;---: -::-,,,....5,i h----a7, ----L.r."0-:,--,--aiLk._ k • -.4,pjal_,..__. • , r„ :k'..�--- ' -13.3% •PER S m ORE , '7—ii-liv;:-..1.1':___ -7.1-9:11:"-.,..---4:.-1:Tr...2-- . --- - _: ' s .. :' , '.4- .• I ..i ' =•it�s •` - :�f. to;'��, ��• `. a r. i,� 1 a r P Ml_E1.:: v . . • _4,-.. .. .'tee, ' 'f l' O �, , y }• �-` • �` r, '��l�l��4 ` ,,.,t PER STORE. i its ` ' WAI1 �3 /o _ �' t...L.! J .��t v%� ... ' _1417—, -'*ri `'�'S —' - a7 _ t"-s ,� I rA. � •1 =� \ fir — ' �z� r S Irat �;'. , • ' a•t iw 1 'I I ■ ..: •w�3�+ _ ems.(t l -ran k t- I. s t----,-.4 7.-0,ii 141" .11:--losc.-..%.4%;Srt...--..— : r,,....)... .....7.* -.-. ..3/oa ERST•O RE- ,. 7 - ui, ; t- . ,,,c,s,...._„,, 4-1 ..4.1-14 .--.1:". . -~ lx-r-L-1::. • a!oration of Grocery Stores ,.: to The V{cttty of Renton Center as Percentage of Renton Center Trips 1` ._. dverted from each store. mopped by address and bcafkrr may not be exact.Other Briery stores and=a8 -- IYAo stores may atro axle. iThe '• Figure 6 iranspo :4--=.,0 z Distibution Pattern GlaLp ` Dfverted.Trips y : ace 19 •'4" 90401,00190401 R1 The TRANSPO Group,inc.inc. 12 North I �n� I t -41 .. .. . I 1111111 -2 • 1' 6I'r s� _ • •::•::::.:........................... . ..i "I\r • : SHOPPING 7 *4\\IT :::..::•:.•:.•:.:.*:..:.*:..:..:.*:•.:01.4 1 ' ::. 1W . ::� : :•: ?;::::• 7 1....\ . 3 � IW 4s '\\C 5 q� ,� Sw7thS7 e ... (-------- f ' ei JIL 16. -' 1tr S G+adt 12 t____2 2 12 KT: 12 The RENTON Figure 7 ta�1Sp® ,. CENTER PM Peck Hour Project Traffic Greup— New Trips :4, 90401.00190401R1 The TRANSPO Group,Inc. Page.-20 f _41 ,1 C._ -, 1, , 2 1 it— Vir . ..,. SJrcfS} :::::::: . .::.::.. 1 I .4ii:ii:i:::::::::; . :........ PiN S in d PI ...........:.::.:. 2.,,, +,, +�� � sit ... .. . ... :::....... . I. ::::::;::::•..•. •.••.•.:•... : : +� moo" 'I\r 21 4.14 4. S r�. 41-11 ' :. i‘4 1 ,„...:;::;:.:,.:.,:::::::::::::::::::::::::::::: v.-::.:::::::.:::::::.::::::::::.::.::::::k s:::::::::::::::::::::::::::::::::::::::: .... lr .,,,,,.::::...:,..:...„.....„.....:..:...:.:..:.::.,,,..,..::.:..:.::.:..:.::..,..:.:: .... .-;::.:::::::.::.::::.::.::::.::.::.::::.„ ve S °P.:',:';:::•::•:::::::::.::::;::•:. , +7i4 r s off$ f--\ -13, 4.15- I i- SW77hSt e ______ 1 4:-.: ¢i .r i ...1 1 L -4- r _ _....wo, SGrg-'7 ____f -if r —*•.—..... . 1.021 , , ..1 i L - -- .., . 3 . . —' -1 t r i ,. —+ :. .r, i RQUf@ 8 CENTER Transpo PM Peak Hour Project Traffic Group " Pass-By Trips • 90401.00190401R1 The TRANSPO Group,Inc. :: Page 21 ri -+18 North rL t +17 1/11._ -1 t 11111t+6 +10 +10 _} ssrasr _1---► +r tie' �.•S• . ' 42*I‘V°- r". yetOs :::;:;c:;;:;;c;cccr:ec��:e��:�:c . d :::::•::•::::•::•:::::::igi::::::::::: 40,J n\ ;:;•::; :, R8'ITON :;: 40�' +9 +1 *..... 8 I1 r :::: :: ::::•:' • •'••••' ..\‘\-- r 4.......:„....,11....w...7„:„.., ......._ sdni v:....,..:.......,.....:.......................................................... ::„..:...:._,...:................:...,,•:.....,....:....:..._.:.....:........,,... ,_... .••_......•%•..•..........•...,..,..:. ._. +3 • -- ,;;;:•:;::::7:i;:i::::!;:i;:i:::::::;::::::::10o, • •-i \c bm��S ••:; •::::• :;::': ::': :; ;.;;• • ; :.•' 2 7 tsi\VIII,. , r--\ *20 - \\\. ) s... +3 +7 ea' s 1.1 f swm,sr e,i 4. +7 ` ' g/ 1 1 L — .,. - i, , • _I _ .• 4.1 \s„.....::: ____/,, --, -itr .411 Law �' r il 4 _:1____3: 1 4: "" „ ; RENTON. Reese 9 Transpo .Tie CENTER - PM Peak Hour Project Traffic Diverted Trips Grow_ ""`�' `-4' 90401.00190401 R1 The TRANSPO Group,Inc. Page 22 1992 Traffic Volumes With the Project The net increase in traffic due to the proposed project is the sum of new project trips. diverted trips, and pass-by trips. Figure 10 shows the combined trip components. The total volume entering and exiting the site driveways equals the net increase in protect trip generation. • The project traffic volumes were added to the future traffic network to obtain the future traffic volumes with the project. These volumes are shown in Figure 11. • The project's impact to vicinity roadways and intersections can be interpreted as percentage increase in PM peak hour traffic volumes. Table 6 summarizes the project's impact for each study area intersection; the percentages are based on the total traffic entering the intersection. Table 6. Traffic Volume Impact • Total PM Peak Hour Volume Entering Intersection Intersection 1992 w/Project Project Only %Increase Rainier Avenue S/S 3rd Street 5,482 _ 62 1.1% Rainier Avenue S/S 3rd Place 4,737 152 3.2% Rainier Avenue S/S 4th Place 4,333 143 3.3% Rainier Avenue S./SW 7th Street - 5,012 47 0.9% - Rainier Avenue S/S Grady Way 7,029 44 0.6% Sunset Boulevard I Hardie Avenue 3,012 22 0.7% Edwards Road/5th Avenue S 1,479 • 29 2.0% • • • According to the City of Renton's traffic impact analysis guidelines,"the study area should Include all roadways and intersections that would experience a 5 percent increase in peak hour traffic as a result of the proposed development." The traffic volume impact summary shows that the proposed Renton Center expansion is not expected to impact any vicinity intersection 5 percent or more. The proposed project will also have a minimal impact on vicinity roadway volumes. The largest percent increase in roadway volumes is - expected to occur on S 3rd Place and S 4th Place because the baseline volumes are low. The proposed project is expected to increase the traffic volumes on these two streets by 3.4 and 4.7 percent, respectively. • • 90401.00190401 R1 The TRANSPO Group,Inc. Page 23 F t' 7'. • • . • . , 1 • 30 North , - • t 4.37 Ilk II 5 T ...1d0/0 4.......0 I .1 ° fa- t -1--4.- I , • 0\\ i 4 +22* 0--i 020110 • o I ,, Ar•-•+1 • . /if 11 S Jrcf St - -01- eill 7 I 1— ‘,.• --IN- • +I $ r..........:.4% n: .:::::::::::•:.• 4,7v ' \ • : : \ . •::::::::::....:.....;.• +8 S at c I Pt — :::.•:.•::•::%:.•:.::.:, . :•:.•:.;:.;:.;.;:.;.•;.;, •;:•::.:.•:.•:01.:: :.:.. A BB . it.....••"4..e, .........1.10:..........:. •t•. •• .41e.. —. 19 _....—...b.tY ....:.t:.11.I.%•..•%Ilia:::,.. Old :••••••••:0•:0•:••:•14::::0::: ...„.. .Ar';: 11 .mor • •• •••••••••••••:••:••:••:::•••6:::::: +.2.4241.. i----- ....:..:..:.....:::..:::::::::::::.• .•••••:.•i••::::••:::::::: ••.... T7 :•::•:••: ::::::•:: :::: r 1 a **::::: . 1 . :::::ii*:%•':414:: :::••::::::::::. 4.26 \ +19.--i ;::::.:::a .2 • :::::::::::: . 4.22.--4.. .15 4.---4:19 .•:::.•::: :::::::::•: sHoppiNG::::::::::::: 444-'1 .r +.1 •:::::::::: ::::::::;.;:. \ ' 459 ,.. :: : . .5 ...a---+1 ..... ::. : ...... ::::::••:.; CENTER ::::::.: :. +10 1 1 +19 :....:: ..:.. ............... ... ... ........:..:..:..:. .::::.:................. .... ..... .. . ,,:.......::.:...... . ... .. ..,.:..:.... 1 ..6„-$4th pi .;..::................... „.;.... 4.5 . ----1". ;h.......:.‘;:-......;.......:;is....IN.!:...::......................e.... ...t 4.10 0 • %.:•••••..:..:00,.......................... - --j 'dri\C 1...... • A k•Z•......•:••..•:...•::....•..•i.••:,.......................... -;"::*":.......................................................... • I 0‘..1 I egliW.5 • ...API' 1•••...•••••• .... ...•••••••...••• ...........•••••••••...••• .... • ...•:•::•::.ji.:6•:•::................ 44 ?:•••••. 60016%Y.••••••••:.•:.•:•e•• .: SO:..:••:.••••...•••..............- .•••••i•...:................P... Itr.• 41 +2- 1 .. ........... 2 .. .::..- . 1 1 A . ... r..\ 4 )4f *33. • 1 _ . ,x`l•t' 1 I V' SW 7th St 1 ;• , tile ; • , x • 7..... "1•: ' .. Av4t. • . ,:il +22 t—+1 , • +1 ....._ ,N- iJIL .,, _ i . t---. : e ...:-, ..•.: ...__....41 ViCIY ......... .....:..).23.—.1, --.,_,-- • • ........j.23 i +23 S(re-"' T 11/4:1 i''''i• +13 L 44 •*.:;-.,: . ,.„.j,... -.1•1 I.... i---7 7:•.-., . ..________,_________ 1 1 1 1 _1 The 1 .., • . , anspo RENTON Figure 10 ir ...`:i.V;. TE CENR PM Peak Hour Project Traffic • All Trips GOIP— ... ,i'...,. . 90401.00190401R1 - The TRANSPO Group,Inc • -4-, i, - Page- 24 i,V).,i,-P“4:4k.1%&. ,,,p...-,,,,,,12...e,,„,,,g,.._.,.r, , ,,--..............._..r.,,.._,_ 1785 ' ~�: N ort 386 121:: it9 �./ ry�� 71 � f� 6924=.. t300 fs\\ ' �104 � 1180 25 I� JOZS-� TT .. S3rdSt ,"x3 -.• .ii;i:!:\ 89 hry :, SJrd PI ;.h �1266 :::••,....0.:• •�=\•�N ::::•::;::111 Ote.' 127\ i---48 Tv ............:..:..........:.......:01... n\r . 1 3670 �246 SHOPPING 89� 0 41 ��it C�IiFR •.•.•3\t- r �,•,.•,.•,••,•••••••••••• ,qhA i '11A\ ��:••:•:•••::•:•;:••:••:•••••••;•••:••••••••• 3 Z!:i;:i;:.,.s.;:*:4•:4•i••:•::4:4*...q:• 'IiIii:ii:i::i:ii:ii$::i:ii:iiiiii:•0'' k/: ....: �� 1701\38 i'1 _w ,.....\ 60s Vio a t 118 1 I. f Sw71h St S? • 167 3 1 • CI 185 1386 30 246- / +1.- ¢-120 5i0i � 4 1 310t 1851125 ,. 1483 S of'-'-'WW 70'� 1188 1518 l Lam! 4 la .f � {s,+ —li- 1 I301 7 4 ' 3t '.' 490--+ .933 A"+l l�CC '.::;. Figure 11 F . • , `s OO- • 7: CENTER .. 1992 Traffic Volumes With Project ) PM Peak Hour 14, 90401.00190401 R 1 _:; The TRANSPO Group,Inc. Page 25 '`. . . ;f ,.:4 '�-r"++1.:0,�F ,';?1-t0M-.. r1.7G ti 44.tir..1,2;U N '" f'-.L.,"7: •_--`-_-_._ . 777 •+^-�.�-w-r.•..___-• '" -_ . - • - TRAFFIC OPERATIONS ANALYSIS Level-of-Service Analysis Level-of-service analysis.was performed for the eight study area intersections to determine the impact of the proposed project. The difference between.the 1992-without- • project-level-of-service and 1992-with-project-level-of-service shows the net project impact. Table 7 summarizes the 1992 level-of-service analysis. Table 7. Future Level-of-Service Summary _ • 1992 w/o Project 1992 w/Project Signalized Intersection LOS Avg.Delaytl) LOS Avg.Delay Rainie r S/Sunset Boulevard/S 3rd Street D 32.8 D 34.0 Rainier Avenue S/S 3rd Place E 49.4 E 50.8 Rainier Avenue S/S 4th Place B 10.0 B 13.0 Rainier Avenue S/SW 7th Place E 48.2 E 49.7 3 Rainier Avenue S/S Grd Way ay F ' ay F v. Sunset Boulevard/Hardie Avenue D 30.7 p 32.9 — Unsignalized Iriterseciion - LOS RC(2) LOS RC Hardie Avenue SW/5th Avenue S All turns from Mall Driveway p 184 129 p SB left from Hardie Avenue A 761 A 748 NB left from Hardie Avenue A 723 A 723 Lefthhru from 5th Avenue S D 196 D 184 Right from 5th Avenue S A 510 A Rainier Avenue S/Hardie Avenue 514 Right turn from Hardie Avenue B 357 B 351 • Average delay greater than 100 seconds. . • RC improves because project trips affect the noncritical right turn, . (1) Average delay expressed in seconds per vehicle. (2) RC=Reserve capacity in vehicles per hour. ,..ti • Y , 90401..00190401 R1 The TRANSPO Group,Inc. - "-.1. = Page 26 \i r 4;•J;til .ti:tea'LAy`_,.'gi•A-'r 3q i .1-pitti,.1.'. ..',,, . _._... .._ The level-of-service slum-maw shows that the proposed project will have little impact on study area intersections, and it would not change the level of service at any intersection. According to the City of Renton's guidelines for traffic impact analysis, "the developer is expected to maintain with their development the same level of service that would be anticipated in the horizon year if the site were not developed." Therefore, no mitigation measures are needed to accommodate the proposed Renton Center expansion. The intersection of Rainier Avenue S/S 3rd Place,which is also the primary access to Renton Center, is projected to operated at LOS E with or without the proposed P P Po expan- sion. It is recommended that a right-turn-only lane be added to eastbound S 3rd Place (exiting Renton Center). This change, by itself,would improve the intersection operating conditions to LOS D. Traffic operations on Rainier Avenue S may also be improved by this change because the signal timing could then be revised by the city to provide better progression between signals. Grady Way Transportation Benefit District The Grady Way Transportation Benefit District(TBD)was established to provide an equitable public/private cost sharing program to fund necessary road improvement projects in the Grady Way corridor. The Grady Way TBD is bounded by I-405 on the south and east and the Burlington Northern railroad tracks on the north and west. Because Renton Center is located north of the railroad tracks, it is outside of the TBD. Therefore, Renton Center should not be included in the TBD funding program. • • .• ~� .7v't111. 47V'1V1f11 W The TRANSPO Group,Inc. Page 27 :WCJ.�s�1 ., kci'"�1;�...,::,�;Po*v1:r;%S"r. �a`Si`yr��Y•wr,'%!j.•�:�ni-�-%�' SUMMARY The proposed Renton Center expansion project would generate an estimated 4,470 driveway trips per day and 318 driveway trips during the PM peak hour. Of these, only 1,560 daily trips and 112 of PM peak hour trips would be new trips to the roadway network; the remaining trips would be diverted from other existing grocery stores or would already be in the traffic stream adjacent to the site (pass-by trips). The proposed project would have a minimal impact to roadways and intersections in the vicinity of the site. The project would not increase the traffic volumes at any intersec- tion by more than 3.3 percent which is below the minimum threshold the City of Renton recommends for analysis. Also, the proposed project would not change the level of service at any intersection in the study area. No off-site mitigation measures would be needed to accommodate the proposed expansion, and because Renton Center is outside the Grady Way TBD, it should not be required to participate in the TBD funding program. One improvement is recommended for the intersection of Rainier Avenue S/S 3rd Place: widen the west leg of the intersection to provide a right-turn-only lane for traffic exiting Renton Center. This additional Iane would improve the intersection operations from LOS E to D. Signal progression on Rainier Avenue S would also be improved by this change. 7. ' YT is , .sty n. i I .majy, ,' 90401.00190401 RtPage 28 ;,.: The TRANSPO Group,Inc. i.t-s `.. ,aif':fia z4"w,..,3t,,1,--_ ...,. . en - . ,.....•.._.. . --- -- .. .. - _ .___ APPENDIX A Trip Generation . • • • - ram. :a • f . APPENDIX A TRIP GENERATION Pass-b Trips • Pass-by trips at grocery and other retail uses are at a maximum d work- to-home commute od during the volume peri , Rainier Avenue (SR 167) and Sunset Boulevard (SR 900) both carry substantial traffic volumes and a high percentage of commuter traffic during the PM peak hour. Renton Center is ideally located at the corner of to take advantage of Rainier Avenue and Sunset Boulevard � existing commuting patterns and to attractpass-by shopping trips. The Percentage of pass-by trips for this project was estimated found is the " using regression equations Quantifying Pass-by Trips"section of Trip C.enercrt. Since the majority net new driveway trips would be generatedthe proposed j tY of the i .� by P P grocery store, the pass-by per- 1 is based on the grocery store size. An estimatedPam' would be 44 percent of the new driveway trips pass-by trips. Thus, the expanded site would attract an additional 1,970 pass- by trips(985 in.and 985'out) per day and 140 pass-by trips (70 in and 70 out) during the P peak hour from the adjacent arterials. • M The pass-by trip Percentage is most likely conservative vehicles that currently because there are more than 5,500 tly use the roadways surrounding this site during the PM peak hour. The 194 PM peak hour pass-by trips would rep resent P a Peak hour PPmately 2.5 percent of the existing PMtraffic volume in adjacent streets.. DiVerted Tri s .. No definitive, universally accepted method of quantifying diverted trip activity exists. All _ diverted trip forecasts involve an element of professional u` judgement The proposed store would establish part of its market basegrocery stores in the market area. " e trips away from esting grocery diversion"is necessary for any new store R _ as downtown Renton where populationin an area such new store because of m growth is very small. Trips could be diverted to the any factors including convenience, quality, and price. . t.[:�iitlt1 j" • A survey of existing shopping facilities show that there are at lea st 14 grocery stores within three miles of the site.. These other stores are shown on Attachment 2. If the proposed gro- cexy store captures an average of 1.5 percent per store, a 21 percent diverted trip rate would result. In addition,the proposed upgrade of the existing shopping center may divert traffic from other shopping facilities. For example, a new department store may attract trips that would otherwise go to Southcenter, likewise, a new drug store may attract trips away from existing drug stores in the area because it is more convenient. These potential diverted trips are not included in this analysis, and therefore,the 21 percent diverted trip rate is conservative. The attached lTE Trip Generation table (Table V-1) provides survey data of shopping trip types. While the table is structured to primarily identify pass-by trips, diverted and new trips are also identified for some survey sites. The table indicates a wide range of experi- ence; diverted tripratesranged from 6 to 44 percent with an aver age of 28 percent. The 21 percent diverted trip rate for the Renton Center project falls below the average diverted trip rate surveyed by rrE. The 21 percent diverted trip rate would result in approximately 940 trips (470 in and 470 • out) per day and 66 trips (33 in and 33 out) during the PM peak hour that would be diverted from other shopping locations.. Diverted trips are reallocated from one facility to another and are not new trips to the region. The diverted trips could, however, impact the roadways adjacent to the site if the roadway is not on the existing travel route to another facility. For example, a grocery shopping trip made . by a person who lives in the Renton Highlands will be described. If this person usually ally shops at the downtown Safeway store on 2nd Street and were diverted to the new grocery store at Renton Center,the trip would extend beyond the Safeway to Rainier Avenue S and the site. This trip will impact Rainier Avenue,but will not impact any of the other streets normally used to access Safeway. The actual impact of the diverted trips can only be assessed after the trips. are assigned to the roadway network. The assignment will be performed for the subsequent traffic impact study. • • vj ` a Y' `+" ,:$ sa. �.'.--ii. 4'�e ...rti,.U„?.: .;fir' w."-:.0, — .. • New Trips The new trips to the shopping center make up the remaining 35 percent of the driveway traffic. They represent the combination of additional trips occurring curring due to general area_ • wide growth within the retail service area and increased trip frequency by existing resi- dents, due to increased convenience or general attractiveness of an improved/expanded center. The new trips would be new trips to the study area. As discussed in above, diverted trips may impact roadways adjacent to the site but are not new to the study area. The upgraded Renton Center would generate approximately 1,560 new trips per day(780 in. and 780 out), and 112 new trips (56 in and 56 out) during the PM peak hour. • • • • r I � 46 AG RA AGRA Earth& ENGINEERING GLOBAL SOLUTIONS Environmental,Inc. 11335 NE 122nd Way Suite 100 Kirkland,Washington USA 98034.6918 Tel (425)820-4669 • Fax (425)821-3914 April 13, 1999 8-91M-12652-B Matz Properties 30021 Tomas Street, Suite 300 Rancho Santa Margarita, California 92688 Attention: Mr. Tim Matz • Subject: Environmental Reconnaissance Report Renton Office Max - Rainer Avenue S. and S.W. Sunset Boulevard Renton, Washington Dear Mr. Matz: AGRA Earth & Environmental, Inc. (AGRA) is pleased to submit this report describing an environmental reconnaissance at the above-referenced project site. The purpose of.AGRA's reconnaissance was to determine if site soils and groundwater have been significantly impacted by previous commercial activities and practices at Renton Shopping Center. We previously completed a Phase I Environmental Assessment Report dated March 1, 1999. As outlined in AGRA's proposal letter dated December 2, 1999, the scope of work was limited to field observations, sample collection, analytical testing and report preparation. AGRA received your authorization for our reconnaissance on March 1, 1999. This report has been prepared for the exclusive use of Matz Properties and their agents, for specific application to this project, in accordance with generally accepted environmental practices.- SITE BACKGROUND The project site is an existing asphalt parking lot for the Renton Shopping Center located at 465 Rainer Avenue S. in Renton,Washington, as shown on the enclosed Location Map(Figure 1). This site consists of a roughly rectangular parcel that measures about 120 by 690 feet overall. Site boundaries are generally delineated by the Renton Fred Meyer and associated stores on the north, Edwards Way on the west, and by the asphalt parking areas for the Renton Shopping Center on the south and east.. The enclosed Site &Exploration Plan (Figure 2)shows these site boundaries and adjacent existing features. Previous commercial businesses at Renton Shopping Center included a dry cleaners and a Sears auto maintenance facility that utilized underground'storage tanks. i,1 S:\WORDPROC198 Projects\Seattle\12000s\12652\Lmtd Env Assess Rpt.wpd F=; '; ti Matz Properties 8-91M-12652-B April 13, 1999 ' Page 2 PROJECT DESCRIPTION Soil and groundwater samples were collected during a combined environmental/geotechnical investigation at the site. Soil samples were analyzed for gasoline-range petroleum hydrocarbons by Northwest Method NWTPH-Gx. Groundwater samples were analyzed for gasoline-range petroleum hydrocarbons by Northwest Method NWTPH-Gx and volatile organic compounds by EPA Method 8260B. The samples were transported to AGRA's Portland laboratory under strict chain of custody procedures. ENVIRONMENTAL RECONNAISSANCE On March 18, 1999,AGRA performed an environmental reconnaissance of subsurface conditions at the Renton Office Max site. AGRA's reconnaissance consisted of collecting soil and groundwater samples from each soil boring locations. The three soil borings were advanced with 1Lii a truck-mounted drilling rig operated by Geotech .Exploration of Kent, Washington under subcontract to AGRA. Boring locations are indicated on Figure 2. Soils at the site generally consist of 11/4 to 51/4 feet of granular sand, over 18 to 20 feet of very loose to medium-dense sand with varying amounts of silt. Medium-dense sands were generally interbedded with very soft to medium-stiff silt with varying amounts of fine sand. At depths greater - than 20 feet a dense to very dense sand and gravel was countered. Groundwater was encountered from 6 to 8 feet below grade in the borings. A detailed description of subsurface conditions at the site is included in AGRA's Geotechnical Engineering Report dated April 1, 1999. LABORATORY ANALYTICAL RESULTS Laboratory-reported analytical results indicated soil samples collected from depths of 5.0 feet below grade from borings B-1, B-2, and B-3 did not contain detectable levels of petroleum hydrocarbons.• Laboratory-reported analytical results indicated the groundwater samples collected from borings B-1, B-2, and B-3 did not contain detectable levels of volatile organic compounds. However, the groundwater samples collected from borings B-1 and B-2 did contain detectable concentrations of gasoline-range petroleum hydrocarbons, both of which were below state cleanup levels. The groundwater sample collected from boring B-3 did not contain detectable concentrations of gasoline-range petroleum hydrocarbons. Complete soil and groundwater analytical results are summarized on Tables 1 and 2, respectively. AGRA's analytical laboratory certificates are attached. CONCLUSIONS Based on sampling observations and analytical test results from soil and groundwater samples collected at the site, it appears that soil and groundwater have not been significantly impacted by dry cleaning solvents or by gasoline-range petroleum hydrocarbon constituents at concentrations above state cleanup levels. The detectable concentrations of petroleum hydrocarbons in groundwater samples from Borings B-1 and B-2 may indicate that residual contamination from off S:\WORDPROC\98 Projects\Seattle112000s\126521Lmtd Env Assess Rpt.wpd g§ AGRA ENGINEERING GLOBAL SOLUTIONS Matz Properties 8-91M-12652-B April 13, 1999 Page 3 • site may have impacted the northern portion of the site. One potential off-site source could be the underground storage tanks formerly located at Sears(now Fred Meyer). However,dissolved levels of gasoline-range petroleum hydrocarbons are well below the state cleanup level. RECOMMENDATIONS No further environmental work is recommended at this time. • CLOSURE The conclusions and recommendations presented in this letter are based, in part, on AGRA's interpretations and assumptions regarding subsurface conditions; therefore, if variations in.the subgrade conditions are observed at a later time,we may need to.modify this report to reflect those changes. • We appreciate the opportunity to be of service to Matz Properties on this project. If you have any {.f questions regarding this report or any aspects of the project, please feel free to contact our office. Sincerely, IL Robert A. Lauritzen, P.G. Project Geologist Reviewed by: hn T. Cooper, P.G. Senior Project Geologist RAUJTC/clt Enclosures: Figure 1 — Location Map Figure 2 — Site & Exploration Plan Table 1 — Summary of Analytical Results: Subsurface Soils Table 2 .— Summary of Analytical Results: Groundwater Samples Laboratory Analytical Certificates • • S:IWORDPROC196 Protects\Seattle112000s 126521Lmtd Env Assess Rpiwpd 7":7L G5 AG RA -— ENGINEERING GLOBAL SOLUTIONS Table 1: Summary of Analytical Results: Soil Samples Renton Office Max Renton, Washington AGRA Earth & Environmental, Inc. Project No. 8-91M-12652-A NWTPH-Gx Boring Date Gas Benzene Toluene Ethylbenzene Xylenes Number Collected (ppm) (ppm) (ppm) (ppm) (ppm) B-1-5.0 03/18/99 ND ND ND ND ND B-2-5.0 03/18/99 ND ND ND ND ND B-3-5.0 03/18/99 ND ND ND ND ND MTCA Method "A" Cleanup Level 100 0.5 40 20 20 Table 2: Summary of Analytical Results: Groundwater Samples Renton Office Max • Renton, Washington AGRA Earth & Environmental, Inc. Project No. 8-91M-12652-A EPA NWTPH-Gx ( Boring Date 8260B Gas Benzene Toluene Ethylbenzene Xylenes Number Collected (ppb) (ppb) (ppb) (ppb) (ppb) (ppb) _ B-1 03/18/99 ND 61.8 ND ND ND ND B-2 03/18/99 ND 61.2 ND ND ND ND B-3 03/18/99 ND . ND ND ND ND ND MTCA Method"A" . Cleanup Level Varies 1,000 5 , 40 30 20 Notes: NWTPH-Gx=Gasoline Range Petroleum Hydrocarbons&BTEX by EPA Methods 5030/8021 B and WDOE/ODEQ Method NWTPH-Gx ND=not detected see laboratory reports for specific method reporting limits MTCA=Washington state Model Toxics Control Act,Method A Cleanup guidelines • ppb=parts per billion ppm parts per million L.: • Li A f-", ' ' r*".• I - ---'••1r--- -••••__ __ r : ET I . Eff..7 ' (. -. 1!_. ' 7,7 I. - ' ' --'. ..,, • . JOB NO.: 9-91M-12652-A I DWG DATE: 03-24-99 I SCALE: N.T.S. 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'..4':..:1:1'... .:...: I di OW 42P161".tde.. ..alginililliWo IN,IM.j1E --H AL- Li --',V:1 h' .--''' 4-1.4 (.•7,44'. ck & 7.; 71. . . m i U I. II II II ► i � � IIIIIIIIIIIIIII __ _ - i 1 Z • I 7/1 I I / / 7t7L7LW - t J EXISTING BUILDING I N L 71 I m000memmmoommoo� T f { _ I I I L1 I 8 ✓ , II i Q I EXISTING L .. IBUILDING 1 I I I 1. I L -I I i (� IH______4 1 I o I it . omvom�o® o .�w� �� ^ . o �v _mo �mo� I I � � W B 2 B 1 --L- "I I v W PC-2 " © PROPOSED ^ —' N I OFFICE MAX Y • '° m I I 1,_ W I B-3 " . — , l — -- -- -- -- --_ -- _ -- _ — - -- -- 'I. - - -- -- -- -- -- -- I I PC-3 - - - - -- LEGEND I �. I B-3 BORING NUMBER AND --�' N , i I S APPROXIMATE LOCATION Ia, I PB-19 BORING NUMBER AND APPROXIMATE `� PB® - • , I TY a I ® LOCATION (PREVIOUS AGRA STUDY) 1 o i PC-3 CONE PENETROMETER NUMBER AND PB-18 - I W IOO APPROXIMATE LOCATION (PREVIOUS AGRA STUDY) a 0 I r o I . . 1 fl 1 / i n , _ qa / i / / i . • SITE & EXPLORATION PLAN FIGURE 0 so 100 ,AGRA SCALE IN. FEET ENGINEERING GLOBAL SOLUTIONS PROPOSED RENTON OFFICE MAX z 11335 N.E.122nd Way,Suite 100 I o SOURCE:' DRAWING PREPARED FROM SURVEY PROVIDED BY PACIFIC LAND DESIGN, DATED MARCH 3, 1999. Kirkland,WA,U.S.A.98034-6918 RENTON, WASHINGTON 2 • L!,\ AGRA Earth & Environmental AGRAEarth& ENGINEERING GLOBAL SOLUTIONS Environmental,Inc. 7477 SW Tech Center Drive Portland,Oregon USA 97223-8025 Tel; (503)639-3400 ! Fax (503)620-7892 April 6, 1999 AGRA Earth & Environmental 11335 NE 122nd Way, Suite 100 Kirkland, WA 98034 Attention: Robet Lauritzen Dear Mr. Lauritzen: RE: Analytical Results For Project 8-91M-12119 Attached are the results for the samples submitted on March 19, 1999 from the above referenced project. For your reference, our project number associated with these samples is WA990236. The samples were analyzed at the AGRA Earth & Environmental Portland Chemistry Laboratory. All analyses were conducted in accordance with applicable QANQC guidelines. The results apply only to the samples submitted. Please feel free to contact me if you have any questions regarding this report, or if I can be of any assistance in any other matter. Respectfully submitted, AGRA Earth & E Laboratory Manager .L; • Project: Renton- Office.Max Service Request No.: WA990236 Project No.: 8-91M-12119 Report Date: 3/24/99 Project Manager: Robert Lauritzen Report No.: 99023601 Sample Matrix: Water C.O.C. No.: 03864 Volatile:sOrganic Compounds by GC/MSD EPA Methods 5030B/8260B N9/L(ppb) Sample Name: B-1 B-2 B-3 Lab Blank Reporting Lab Code: 236-1 236-2 236-3 236-MB Limit Dichlorodifluoromethane ND ND ND ND .1.0 Chloromethane ND ND ND ND 1.0 Vinyl Chloride ND ND ND ND 1.0 Bromomethane ND ND ND ND 1.0 Chloroethane ND ND ND ND 1.0 d Trichiorofluoromethane ND ND ND ND 1.0 1,1-Dichloroethene ND ND ND ND 1.0 Acetone ND ND ND ND 20 k ; Carbon Disulfide ND ND ND ND -1.0. K Methylene Chloride ND ND ND ND 1.0 trans-1,2-Dichloroethene ND ND • ND ND 1.0 MTBE ND ND ND ND " 1.0 1,1-Dichloroethane ND ND • • ND ND 1.0 2,2-Dichloropropane ND ND ND ND 1.0 cis-1,2-Dichloroethene ND ND ND ND 1.0 2-Butanone(MEK) ND ND ND ND 10 Bromochloromethane ND ND ND ND 1:0 Chloroform ND ND ND ND 1.0 • 1,1,1-Trichioroethane ND ND ND ND 1.0 Carbon Tetrachloride ND ND ND ND 1.0 1,1-Dichloropropene ND ND ND ND 1.0 i I Benzene ND ND ND . ND 1.0 6 1,2-Dichloroethane ND ND ND, ND 1.0 Li Trichloroethene ND . ND ND ND 1.0 1,2-Dichloropropane ND ND ND ND 1.0 Dibromomethane ND ND ND ND 1.0 .. Bromodichloromethane ND ND ND ND 1.0 cis-1,3-Dichloropropene ND ND ND ND 1.0 4-Methyl-2-Pentanone(MIBK) ND ND ND ND 10 Toluene ND • ND . ND ND . 1.0 trans-1,3-Dichloropropene ND ND ND .ND 1.0 1,1,2-Trichioroethane ND ND ND ND 1.0 • Tetrachloroethene ND ND ND ND 1.0 I'1,.: 2-Hexanone ND ND ND ND 10 1,3-Dichloropropane ND ND ND ND 1.0 Dibromochloromethane ND ND ND. ND 1.0 1,2-Dibromoethane ND ND ND ND 1.0 Chlorobenzene ND ND ND ND 1.0 1,1,1,2-Tetrachloroethane ND ND ND ND 1.0 Ethylbenzene ND ND ND ND 1.0 m,p-Xylene ND ND ND ND 2.0 o-Xylene ND ND ND ND 1.0 Styrene ND . _ ND ND ND 1.0 E ' -, ND Not Detected 41 AG RA ENGINEERING GLOBAL SOLUTIONS Project: Renton-Office Max • Service Request No.: WA990236 • Project No.: 8-91M-12119 Report Date: 3/24/99 Project Manager: Robert Lauritzen Report No.: 99023601 Sample Matrix: Water C.O.C. No.: 03864 Volatile Organic Compounds by GC/MSD • EPA Methods 5030B/8260B •Ng/L(ppb) 1 • .11 Sample Name: . B-1 B-2 B-3 Lab Blank Reporting -- Lab Code: 236-1 236-2 236-3 236-MB Limit Bromoform ND ND ND ND 5.0 Isopropylbenzene ND •. ND ND ND 1.0 • Bromobenzene ND ND ND ND • 1.0 1,1,2,2-Tetrachloroethane ND ND ND . ND 1.0 1,2,3-Trichloropropane ND ND ND ND 1.0 .n-Propylbenzene ND 'ND ND ND 1.0 2-Chiorotoluene ND ND ND ND 1.0 4-Chiorotoluene ND ND ND . - 'ND 1.0 • 1,3,5-Trimethylbenzene ND ND . ND . ND •• 1.0 - •• • tert-Butylbenzene ND ND ND ND 1.0 1,2,4-Trimethylbenzene ND ND ND ' ND . 1.0 sec-Butylbenzene ND ND ND • ND 1.0 1,3-Dichlorobenzene ND ND ND ND 1.0 1 4-Isopropyltoluene ND ND ND ND 1.0 1,4-Dichlorobenzene ND ND ND ND ' 1.0 1,2-Dichlorobenzene ND . . ND •ND ND: 1.0 • • n-Butylbenzene ND ND ND • ND. 5.0 1,2-Dibromo-3-Chloropropane ND .ND ND ND 1.0 I1,2,4-Trichlorobenzene ND ND ND ND 25 Hexachlorobutadiene ND. ND ND ND 25 Naphthalene . ND ND ND ND 25 1,2,3-Trichlorobenzene • ND ND ND ND . 25 1 Sample Date: 3/18/99 3/18/99 3/18/99.' 3/23/99 Analysis Date: 3/23/99 3/23/99 3/23/99 3/23/99 AEE Acceptance Surrogate Recoveries: Limits Dibromofluoromethane: 99% . 101% 99% 106% 88%-111% . Toluene-de: 100% . 100%• 101% 97%• 89%-108% 4-Bromofluorobenzene: 107% 104% • 108% 105% 87%-112% ND Not Detected x _ /// --- f. .8.,G., To6-1st, • Signature of Chemist 1, QA/QC Revi 0 AG RA ENGINEERING GLOBAL SOLUTIONS Project: Renton- Office Max Service Request No.: WA990236 Project No.: 8-91M-12119 Report Date: 3/24/99 Project Manager: Robert Lauritzen Report No.: 99023602 Sample Matrix: Water C.O.C.: 03864 QC Data Report MS/MSD Summary Volatile Organic Compounds by GC/MSD EPA Methods 5030B/8260B N9/L(ppb) AEE Relative Spike Percent Matrix Percent % Recovery Percent Sample Name: Batch QC Level Matrix Recovery Spike Recovery Acceptance Difference Lab Code: 235-1 (Ng/L) Spike .(MS) Duplicate (MSD) Criteria (RPD) 1,1 - Dichloroethene <1.0 50.0 60.2 120 59.3 119 77%- 123% 2 Benzene <1.0 50.0 51.2 102 51.8 104 90% - 113% 1 Trichloroethene <1.0 50.0 52.0 104 51.7 103 82% - 116% <1 Toluene <1.0 50.0 48.6 97 48.3- 97 88% - 110% <1 Chlorobenzene <1.0 50.0 51.6 103 51.4 103 93% - 112% <1 Sample Date: 3/18/99 — 3/18/99 — 3/18/99 Analysis Date: 3/23/99 — 3/23/99 — 3/23/99 AEE Acceptance Surrogate Recovery: Limits • Dibromofluoromethane: 103% — 101% — 98% — 88%-111% Toluene-d8: 99% 97% 97% 89%-108% 4-Bromofluorobenzene: . _ 107% — 109% — 111% — 87%-112% ND Not Detected Spike Source: Ultra Scientific, CLP-102, Lot L-1394. •rl Signature of Ch • --��t • QA/QC Revieva J AG RA ENGINEERING GLOBAL SOLUTIONS Project: Renton-Office Max Service Request No.: WA990236 Project No.: 8-91M-12119 Report Date: 4/2/99 Project Manager: Robert Lauritzen Report No.: 99023603 Sample Matrix: Soil C.O.C.: 03864 Gasoline Range Petroleum Hydrocarbons& BTEX EPA Methods 5030/8021 B and WDOE/ODEQ Method NWTPH-Gx mg/kg(PPm) Dry Weight Basis Method Sample Name: B-1-5.0 B-2-5.0 B-3-5.0 Lab Blank Reporting Lab Code: 236-4 236-5 236-6 236-MB Limit Gasoline: ND ND ND ND 5.0 Benzene: ND ND ND ND 0.05 Toluene: ND ND ND ND 0.05 Ethylbenzene: ND ND ND ND 0.05 Total Xylenes: ND ND ND ND 0.15 Sample Date: 3/18/99 3/18/99 3/18/99 3/29/99 Extraction Date: 3/29/99 3/29/99 3/29/99 3/29/99 Analysis Date: 3/29/99 3/29/99 3/29/99 3/29/99 AEE Acceptance Surrogate Recovery: (a,a,a-Trifluorotoluene): Limits Gasoline Analysis(FID): 72% 78% 75% 95% 57%-143% BTEX Analysis(PID): 65% 73% 69% 88% 47%-136% ND Not Detected - - el • • Si na QA/Q.O Review 41§ AG RA ENGINEERING GLOBAL SOLUTIONS Project: Renton -Office Max Service Request No.: WA990236 Project No.: 8-91M-12119 Report Date: 4/2/99 Project Manager: Robert Lauritzen Report No.: 99023604 Sample Matrix: Soil C.O.C.: 03864 QC Data Report Blank Spike Recoveries Gasoline Range Petroleum Hydrocarbons & BTEX EPA Methods 5030/8021 B&WDOE/ODEQ Method NWTPH-Gx mg/kg(ppm) As Received Basis Spike Blank Percent Blank Spike Percent Relative AEE A' Sample Name: Lab Blank .Level Spike Recovery Duplicate Recovery Percent cceptance Lab Code: 236-MB (mg/kg) (BS) (BS) (BSD) (BSD) Difference Limits Gasoline: <5.0 25 23 92 23 92 <1 66%-119% i Benzene: <0.05 1.0 0.88 88 0.92 92 4 63%-130% Toluene: <0.05 1.0 0.89 89 0.92 92 3 67%-122% Ethylbenzene: <0.05 1.0 0.89 89 0.92 92 3 67%-121 Total Xylenes: <0.15 3.0 2.7 90 2.8 93 4 71%-124% Sample Date:. 3/29/99 — 3/29/99 — 3/29/99 Extraction Date: 3/29/99 — 3/29/99 — 3/29/99 Analysis Date: 3/29/99 — 3/29/99 — 3/29/99 — AEE Acceptance Surrogate Recovery (a,a,a-Trifluorotoluene): Limits -- Gasoline Analysis(FID): 95% — 104% — 100% — 57% - 143% BTEX Analysis(PID): 88%. — 90% — 90% 47%- 136% Li ND Not Detected Spike Source: Ultra Scientific RGO-601, Lot#M-0910 Spike Source: Accustandard WA-VPH Lot#A7060438 t • I I Signature of Chemist QA/C Review 0 AGRA ENGINEERING GLOBAL SOLUTIONS Project: .Renton-Office Max Service Request No.: WA990236 Project No.: 8-91M-12119 Report Date: 4/2/99 Project Manager: Robert Lauritzen Report No.: 99023605 Sample Matrix: Soil C.O.C.: 03864 QC Data Report f Duplicate Recoveries Gasoline Range Organics WDOE/ODEQ Method NWTPH-Gx mg/k9(PPm) Dry Weight Basis Duplicate Relative Sample Name: Batch QC Sample Percent Lab Code: 246-7 (mg/kg) Difference Gasoline: <5.0 <5.0 (a) Acceptance Limits: - - <25 Sample Date: 3/22/99 3/22/99 Extraction Date: 3/29/99 3/29/99 Analysis Date: 3/30/99 3/30/99 AEE Acceptance Surrogate Recovery: Limits a,a,a-Trifluorotoluene: 77% 78% 57%-143% (a) Not applicable when sample concentration.is less than the method reporting limit. ND Not Detected i • L.:i . c Signature of Chemist • - QA/QC_Beview 1 .AG RA ENGINEERING GLOBAL SOLUTIONS Project: Renton- Office Max Service Request No.: WA990236 Project No.: 8-91M-12119 Report Date: 4/2/99 Project Manager: Robert Lauritzen Report No.: 99023606 Sample Matrix: Soil C.O.C.: 03864 QC Data Report Matrix Spike Recoveries BTEX Compounds EPA Methods 5030/8021 B mg/kg(ppm) AEE Relative Spike Matrix Percent Matrix Spike Percent % Recovery Percent Sample Name: Batch Qc Level Spike Recovery Duplicate Recovery Acceptance Difference Lab Code: 245-2 (mg/kg) (MS) (MS) (DMS) (DMS) Limits (RPD) Benzene <0.05 1.0 0.87 87 0.88 88 59%-124% 1 • Toluene <0.05 1.0 0.89 89 0.90 90 62%-120% 1 Ethylbenzene <0.05 1.0 0.89 89 0.89 89 54%-125% <1 Total Xylenes <0.15 3.0 . 2.7 90 2.7 90 56%-130% <1 Sample Date: 3/22/99 — 3/22/99 — 3/22/99 Extraction Date: 3/29/99 — 3/29/99 — 3/29/99 Analysis Date: 3/29/99 — 3/29/99 3/29/99 AEE Acceptance Surrogate Recovery: Limits a,a,a-Trifluorotoluene: -90% — 91% — 93% — 47% - 136% 4-Bromofluorobenzene: 98% — 100% 101% — . 66%- 120% ND Not Detected Li Spike Source: Accustandard WA-VPH Lot# . fi • n _ vas Signature o Chemist Q vie 6, CI AG RA - - ENGINEERING GLOBAL SOLUTIONS Project: Renton-Office Max Service Request No.: WA990236 Project No.: 8-91M-12119 Report Date: 4/2/99 Project Manager: Robert Lauritzen Report No.: 99023607 Sample Matrix: Water C.O.C.: 03864 Gasoline Range Petroleum Hydrocarbons & BTEX EPA Methods 5030/8021B and WDOE/ODEQ Method NWTPH-Gx pg/L(ppb) Method Sample Name: B-1 B-2 B-3 Lab Blank Lab Blank Reporting Lab Code: 236-1 236-2 236-3 236-MB1 236-MB2 Limit Gasoline: 61.8 61.2 ND ND ND 50.0 Benzene: ND ND ND ND ND 0.50 Toluene: ND ND ND ND ND 0.50 Ethylbenzene: ND ND ND ND ND 0.50 Total Xylenes: ND ND ND ND ND 1.50 Sample Date: 3/18/99 3/18/99 3/18/99 3/24/99 3/26/99 Analysis Date: 3/26/99 3/24/99 3/24/99 3/24/99 3/26/99 , AEE Acceptance Surrogate Recovery: (a,a,a-Trifluorotoluene): Limits ., Gasoline Analysis(FID): 103% • 100% 101% 100% 103% 66%-144% BTEX Analysis(PID): 85% 92% 95% 99% 89% 61%-130% ND Not Detected Signature of 'st Q t/C-Bevis Z AG RA ENGINEERING GLOBAL SOLUTIONS Project: Renton-Office Max Service Request No.: WA990236 Project No.: 8-91M-12119 Report Date: 4/2/99 Project Manager: Robert Lauritzen Report No.: 99023608 Sample Matrix: Water C.O.C.: 03864 QC Data Report Blank Spike Recoveries Gasoline Range Petroleum Hydrocarbons& BTEX EPA Methods 5030/8021 B&WDOE/ODEQ Method NWTPH-G ug/L(ppb) Spike Blank Percent Blank Spike Percent. Relative AEE Sample Name: Lab Blank Level Spike Recovery Duplicate Recovery Percent Acceptance Lab Code: 236-MB1 (ug/L) (BS) (BS) (BSD) (BSD) Difference Limits Gasoline: <50.0 1000 938 94 917 92 2 74%-109% Benzene: <0.50 20.0 21.4 107 21.9 110 2 . 72%-129% Toluene: <0.50 20.0 21.1 106 21.1 106 <1 74%-124% Ethylbenzene: <0.50 20.0 20.5 102 20.3 102 <1 71%-126% Total Xylenes: <1.50 60.0 64.7 108 64.0 107 1 77%-125% Sample Date: 3/24/99 3/24/99 — 3/24/99 Analysis Date: 3/24/99 — 3/24/99 — 3/24/99 Control Surrogate Recovery (a,a,a-Trifluorotoluene): Limits Gasoline Analysis(FID): 100% — 111% — 111% — 66% - 144% BTEX Analysis(PID): 99% 100% ^- 103% 61% - 130% ND Not Detected Spike Source: Ultra Scientific RGO-601, Lot# M-0910 L;1 Spike Source:Accustandard WA-VPH Lot#A7060438 i I it Signature of Chemist QA/QC Review IS§ AGRA -- _ ENGINEERING GLOBAL SOLUTIONS Project: Renton- Office Max Service Request No.: WA990236 Project No.: 8-91M-12119 Report Date: 4/2/99 Project Manager: Robert LauritzenReport No.: 99023609 : Sample Matrix: Water C.O.C.: 03864 QC Data Report e I Blank Spike Recoveries `• Gasoline Range Petroleum Hydrocarbons&BTEX EPA Methods 5030/8021 B&WDOE/ODEQ Method NWTPH-G ug/L(ppb) Spike Blank Percent Blank Spike Percent Relative AEE , Sample Name: Lab Blank Level Spike Recovery Duplicate Recovery Percent Acceptance Lab Code: 236-MB2 (ug/L) (BS) (BS) (BSD) (BSD) Difference Limits `''" Gasoline: <50.0 1000 1010 101 1060 106 5 74%-109% Benzene: <0.50 20.0 16.8 84 17.3 86 3 72%=129% ,- Toluene: <0.50 20.0 16.9 84 17.4 87 3 74%-124% Ethylbenzene: <0.50 20.0 16.5 82 17.0 85 . 3 71%-126% Total Xylenes: <1.50 60.0 50.2 84 51.5 86 3 77%-125% is Sample Date: 3/26/99 — 3/26/99 — 3/26/99 • Analysis Date: 3/26/99 — 3/26/99 — 3/26/99 Control Surrogate Recovery (a,a,a-Trifluorotoluene): Limits Gasoline Analysis(FID): 103% — 114% — 116% — 66%- 144% BTEX Analysis(PID): 89% 92% 7 91% — 61%- 130% ND Not Detected Spike Source: Ultra Scientific RGO-601, Lot# M-0910 _' Spike Source: Accustandard WA-VPH Lot#A7060438 j d Li l . • Sign mis , ____.-------- Li. ________ - Q QC Review 1 4 (4AG RA ENGINEERING GLOBAL SOLUTIONS Project: Renton -Office Max Service Request No.: WA990236 Project No.: 8-91M-12119 Report Date: 4/2/99 Project Manager: Robert Lauritzen Report No.: 99023610 Sample Matrix: Water C.O.C.: 03864 QC Data Report Matrix Spike Recoveries BTEX Compounds EPA Methods 5030/8021 B ug/L(ppb) Relative Spike Matrix Percent Matrix Spike Percent AEE Percent Sample Name: Batch QC Level Spike Recovery Duplicate Recovery Acceptance Difference Lab Code: 230-2 (ug/L) (MS) (MS) (DMS) (DMS) Limits (RPD) Benzene <0.50 20.0 21.2 106 21.7 108 44%-162% 2 Toluene <0.50 20.0 20.4 122 19.4 97 62%-139% 5 Ethylbenzene <0.50 20.0 19.5 90 18.6 93 49%-146% 5 I • Total Xylenes <0.50 60.0 58.2 97 47.3 79• 46%-143% 21 Sample Date: 3/16/99 — 3/16/99 — 3/16/99 Analysis Date: 3/24/99 — 3/24/99 — 3/24/99. . AEE Acceptance Surrogate Recovery: Limits a,a,a-Trifluorotoluene: 100% 101% 101% -- 61%- 130% 4-Bromofluorobenzene: -99% — 101% — 102% — 72%- 120% i ND Not Detected Spike Source: Accustandard WA-VPH Lot#A7060438. • • • Signature of Chemist E' Q QC Review AG RA ENGINEER:\G GLOBAL SOLUTIONS , AGRA Earth &Environmental Portland Chemistry Laboratory , _ Sample Receipt Documentation Form Project: k€;, ,vk — G ice 41.4pc_ 4,6 Cooler Temperatures ei.A SR No.: C.-At d�3 Co 5-, Date: S/6117 Time: /`l'S- S • 1 Temperature of Cooler Upon Receipt(Record to the Right): `' Received By: Nl Section One: Ship ing/Delivery Issues 1. Method of Sample Delivery: Cl PS 2. Airbill or Courier Receipt Number: f Z_ 'Ye-1 a- CY I tf l / f c 3. Is a copy of the airbill or courier receipt available to ,- be placed in the job file? No NA Section Two: Sample Custody Issues Li 4. Are custody seals on the shipping container intact? Yes No 5. Is a COC or other sample transmittal document present? No NA 6. Is the COC complete? • Yes 40 NA 7. Are the sample seals intact? Yes No NA 8. Does the COC match the samples received? Yes No NA Section Three: Sample Integrity Issues • 9. Are all sample containers intact and not.leaking? Yes No NA 10. Are all samples preserved properly? Yes No NA L., 11. Are all samples within holding time for the required tests? Yes No NA - 12. *Were all samples received at the proper temperature? Yes No NA 4 NA 13. Are samples for volatiles and other headspace sensitive parameters free of headspace or bubbles? Yes Ojo Section Four: Sample Containers Received: `: 14. 4 oz. glass jars: 19. 2oz. amber(MeOH): 15. 8 oz. glass jars: • 20. Encore samplers: 16. 40m1 VOA vials: 21. 500m1 plastic: 17. 1 liter glass: 22. 1liter plastic: 18. Other(describe):. *Temperatures for:water and soil samples =4°C-6°C, McOH jars =25°C, air=not required . RI yoz S fiitue b V b 10 IeS e;Ce e1>+ 4or a3( - (a_,bt d-c :.: 0 FOj q nd pl PrciS-Co- anc,( set_rrx p ls I1ar44'e v- 5/ptc,-411. qnd d -1 L. Reviewe Laboratory Manager or De a AGRA Earth & Environmental . .o.._- y- - i .. ---- 2 1 eta - ' `--- ITT— - 47 -- r--- -- i . - , --- - 7 - - - - '• - 6 AG RA 03864 Earth & Environmental . 11335 NE 122nd Way,Suite 100 Kirkland,Washington 820-4 69ton 9 82 -3 CHAIN O F CUSTODY Tel(206)820-4669 Fax(206)821-3914 PROJE PROJECT No. HP/r� N ^Offt�� A4'y ANALYSIS REQUESTED(circle,check box or write preferred method in box) CLIENT PHONE No. o 0 m co_ N PROJECT MANAGER PHOI E No. 0 a o a Ill < wo 0 a N SAMPLER'S NAME(please print) c w O o m o o a P ) PHONE No. o w 0 w o IL ,� O O w SAMPLERS SIGNATURE w 5 v a < m $ o $2 < J 9 _ 9 W v 11 T i W W Wa ! CONTAINERS x a a I n DE n 2 i' f.. . m 0 9 < a_ SAMPLE I.D. DATE TIME MATRIX PRESERVATIVE • c r r F �` '51 0 8 8 6 F O 8 - No. VOL 5 $ S 1. g- 1 36WI "ii 5' "/ r`ct.% Lii 6,P \ Y. •- - - 3. 0�� ... Jr mo w `t lain w i y �� � , 4. 13 ,,_c,o NW) w /1-`3 I L/ ? 5. /3- 2_- -'0 too' 1 ' 5" l/a• ?c- 7. 8. 9. _ 10. SAMPLE RECEIPT LABORATORY TURNAROUND TIME SPECIAL INSTRUCTIONS/ADDITIONAL COMMENTS I TOTAL 8 CONTAINERS ` G/ SHIPPING I.D./AIRBILL U 0 8 HOUR ❑ 24 HOUR CONDITION OF CONTAINERS CARRIER ❑ 1 WEEK CONDITION OF SEALS DOT DESIGNATION ❑ 2 WEEK(standard) O OTHER RELINQUISHED BY/AFFILIATION DATE TIME ACCEPTED BY/AFFILIATION DATE TIME i_Tpa t. - ytg/q? /070 2. 3. • 3. //474LEE-- / `r` 0 girth /.// PAGE.----f---- OF-L-- • AGRA Earth 8 Environmental,Inc. (7/94) `G 7 7 " DISTRIBUTION: White,Yellow-Labor•ry,Pink-Originator O"V-` a43( . **************************************************************** City of Renton WA Reprinted: 05/24/99 13 :48 Receipt **************************************************************** Receipt Number: R9902370 Amount: 1, 000 . 00 05/24/99 13 :47 Payment Method: CHECK Notation: 271385MOOREFIELD Init: CRP Project #: LUA99-081 Type: LUA Land Use Actions Parcel No: 182305-9219 Site Address: 505 RAINIER AV S Total Fees: 1, 003 .30 This Payment 1, 000.00 Total ALL Pmts: 1, 003 .30 Balance: . 00 **************************************************************** Account Code Description Amount 000.345. 81. 00 . 0017 Site Plan Approval 1, 000 .00 lb **************************************************************** City of Renton WA Reprinted: 05/24/99 13 :48 Receipt **************************************************************** Receipt Number: R9902371 Amount: 3 .30 05/24/99 13 :48 Payment Method: CHECK Notation: 10336PACIFICLAND Init: CRP Project #: LUA99-081 Type: LUA Land Use Actions Parcel No: 182305-9219 Site Address: 505 RAINIER AV S Total Fees: 1, 003 .30 This Payment 3 .30 Total ALL Pmts: 1, 003 .30 Balance: . 00 **************************************************************** Account Code Description Amount 000 . 05 .519 .90 .42 .1 Postage 3 .30 . .0,ct 8(- Office_ wta'. • ' ---',,ii• , t. e (p??'1 (�-1 -?• `'.' ?i•;.i'.L#1 g;,: f g• 't�,,; I I,9 lf' 1 , qJ i,, , i � 'eL ' AMEA 4` I c -"'-.,--;1001, 110".11111"'411.' . 400000100 • .--'"4"....-•"''' -"doilialliiir. -_ -i . \\,, , ..., / - .41132 O • First A merican Title Insurance Company COPIES OF D OC UMENTS . . RECEIVED MAR 2 6 1999 f • "PACIFIC LAND DESIGN • IA • PUGET ORIGINAL PO/sVEit EASEMENT • • Far and in consideration of One Dollar(S I.001 and other valuable consideration.the receipt of which in hereby acknowledged. _ SEE ATTACHED EXHIBIT "A" ('Grantor herein). hereby grants.conveys and warrants to PUGET SOUND POWER & LIGHT COh1F,1NY,a Washington corporation("Grantee-herein).for the purposes hereinafter set forth.a perpetual easement over.across and under the following described real property'(the-Property"herein)in Kina County.Washington: SEE ATTACHED EXHIBIT "8" ' ee Or 21 40475 C. • RECC, F 12.00 CASSHS.L •s:4:4:12.00 11 • %,EXCISE TAX NOT REQUIRED In , `•, King•Co. Records Division Dy: "� Depu(y ' rl - I'l Except at may be otherwise set forth herein Granted rights shall be exercised upon that portion of the Property(the 0 "Right-of-Way"herein)described as follows: A Right-of-Way ten (10) feet in width having five (5 1 feet of such width o:i each side of a centerline described as follows: The centerline of Grantee's facilities as constructed or to be constructed, extended or relocated, lying within the above described Property. ( n_r r l:r,;� (;EC::?^� AT t:• EQUES r or-: r% A= „: :1rO;d 9E:09''3i3.1 • A'fiF i :4J Jf: ,IA.IET 01.317.11 • i. Purpose.Grantee shall have the right to construct,operate.maintain.repair.replace and enlarge one or more electric transmission andior distribution lints over and/or under the Right-of-Way together with all necessary or convenient appurtenances thereto,which may include but are not limited to the following: a. Overhead facilities.Poles and,or towers with cross:sems.braces,guys and anchors,electric transmission and distribution lines;communication and signal lines;transformers. b. Underground facilities.Underground conduits,cables.vaults, manholes.switches and transformers;semi- buried or ground mounted facilities such as pads.transformers and switches. Following the initial construction of its facilities.Grantee may from time to time construct such additional lines and other facilities as it may require. • 2.'Access.Grantee shall have the right of access to the Right-of-Way cvcrand across the Propenyto enable°tante:to exercise it rights hereunder.provided,that Grantee shall compensate Grantor for any damage to the Property caused by the exercise of said right.of access. . 3, CuttIng olTrecs.Grantee shall have the right to cut or trim any and all brush or trees standingor gruwing upon the Right-of-Way.and also the right to cut or trim any trees upon the Property which,in falling,could,in Grantee's reasonable judgement.be a hazard to Grantee's facilities. 4, Grantor's use of Right-of-Way.Grantor reserves the right to use the Right-of-Way for any purpose not inconsistent - with the rights herein granted,provided.that Grantorshall not construct or maintain any building orothcr structure'on the Right.of•Way and Grantor shall do no blasting within300fect of Grantee's facilities without Grantee'spriorwritten consent. 5, Indemnity.By acceptingand recording this easement.Grantee agrees to inclemnifY and hold harmless Grantor from any and all claims for injuries and/or damages suffered by any Person which may be caused by the Grantee's exercise of the rights herein granted;provided,that Grantee shall not be responsible to Grantor for any injuries and/or damages to any person caused by acts or omis•.ions of Grantor. 6, Abandonment.The rights herein granted shall continue until such time as Grantee ceases to use the Right-of-Way fora period of live(5)sueeessiveyears,in which event this easement shall terminate and all rights hereunder shall revert to Grantor.provided.that no abandonment shall he deemed to have occurred by reason of Grantees failure to initially install its facilities on the Right-of-Way within any period of time from the date hereof. /rasa zas R-2613 lcI-AC001 AArit1 • EMI" i ' sue, - • ,,1. z..:,lu-,,4, datra'sSx-::.• - 7 - j •:�. -j ail.-..ea-`"":: :. .:X'.:1��:... •• -5% 1. •. vet 4' . -• .s u. 'Z. �Srs�•t .:�• w/.,�,�; {..i _�'. :.+.. � .A�.•`ti:i`t�� ^f.•. T.;.*y� 1..i.••-_-,-.'-.• :• �r^'. X+'.. te .•c-, .:: ::Z.:- :�.. " :y:ya.`k.';�.4� .ary "fi` 5' .rY 4'„aaaaea F_w'2'!i? k.'„.saate,„.;5•Caiisa.a}c::�''; y.'+.1.77.e a. _c ;tip ): fit' 'i,4.. .a,a as•�+-•''! 'S ,rw r•ra- `t n_="r voila. . ' 1u._ aata; •aa,y ai'i.1`aa sae �; .( 1J.1�, .._.t3'^--R .•M�Y.I• Sqa"-.i .' K'�!rt. .•/,�•Y% ti��'}�' y. =:�e�y.� 1,,� �A~ \ ,r��w� [:. V'......Y Yxii.n al_ SAY!�4_ -i , � �r:7 '�Sh. ,1�. `T'.-r'l.w .!;`l'�l,.y`. 'Ys- ��,�.•.�•'[Y �'.?7ar ',:4XV-rAr• 1....�i•w.'�; iP 1,3'�. .,' 7 4 ^_l'- Sri` i'. ,ta..r. •x • ` -.C•: .:nrKy g;•,.3_ 'r.^,.. 'r'rY:•i3, •�9 +• •A' w•:.a+. .il:t, "r..7• : i 'Ya aj -st .t ii:�..'�Faw aa= .;t. �w+-'..s„C ....5.'..'<.rJk"'.F� : ',- .d *. •iM:... � ...,.. 4 ?si 'rS,79.��^+al'a`ttt:aa��ia�a7�ari use ....xd+�'•�.__m -n�'- ..i.-.:.a T71^.�2'' rv' ��*z-:f.'`.S:r.'ai=2•a`'•v.isi+`•_•'..�b .`L','eye^,!;. !M. T:tit ti",�-;,,: .�ti:. 11:4:i .p'4":: �'"':11,;r.-_.•N.g....y citr, sc ..v•��;il`r a ..pl :?``.'„ icy a': m Izt-`•� _ -n: n.�_. _.+..,..:1.:-s•1.C�.,. '1,{.. �:�'-�v�".::v. ,r .,1. •s•.:-�•,.rt ..�;ca�Ti'^•.'.'X3,••r' .�+`�?�''_ "� - 5...:., .,�.:e k^`,: .'3? .a; - tilt - _ ,iy,..54.aaf� a: ..n.'•w,: ..;....: '-''.}' '' ,' _•{.::: :.r,%. . - ,7,�•j•t i'a•�av h.rr++f;••.�' rdB:.:...,,e�: .�� ';ate•'' ,.j::s „.: � '�, ',�.x. .i„ :'1j..:• trot^ Y .cy. ::.- ,rLM ,i,ai: ♦ _ -----,. „2, _, �K. s .-.'��.�. �..�..C::'. �. • "�' .Yq1°'' - ''a'.aefi>:n`ivai- ..j.i 4�;:a•A LK,.!., lo. ;••a , ;'r wr am aaaaR u • • LEGAL DESCRIPTIOti " • av r ' , 7 i RENTC' SHOPPING CENTER • a.a.aa•aaaaaaaaaaaP PARCEL A: `� That portion of Henry H. Tobin Donation Land Claim No. 37. and of t r Government Lot 13 in Section 18. Township 23 North, Range 5 East, W.M. , k s eia v art .`, a. `:'-� r,4, . and of Tracts i. 2. and 4 of Supplemental Yap of Renton Shore.Lands , •; taiv.aa described as follows: , • a- Beginning at the intersection of the Westerly production of the • ., a•r ,a. .., center lint of Third Avenue. in the City of Renton. with center • f ' 11;.-' line of Primary State Highway No. 5. which point is also described . > 4.> r� •• ikl . by the coordinates r, equals 1,658,127.77 and y equals 178.126.72 ' ••'a.g•f , according to the Lambert Plane Projection for the Scats of Washington. ' 'n"' '• " North Zone. the meridian of which projection is used herein; thence South 88'40'50" East. along the center line of said Third Avenue `•i `e a_� ''"'4. 234.05 feet to an intersection with the center line of County Road r."� �w'• { ; -- vs No. 80 (ALSO'KNOWN AS Third Avenue Extension) deeded to King County • •p �=aae4aaliAt �c ' thence South 77g 25�10'?West alongthe center line of said County '4 , 3 •.` +,, - .� r-1 ` ;� Road No. 80, 413.28 feet; ���+ � 5, t; , • ''4 thence South 12'34'50" East. at right angles to said center line of •• 4' �"• ',� County Road No. 80. 30.00 feet to a point on the Southerly margin o f .t: •' . �; r,r In said County Road No. 80 and the true point of beginning; a" "` - .: continuingthence South 12'34'50" East 199.49 feet to an intersection ,• , )1,-F,�`', with a line which is parallel to and 191.22 feet Westerly of, measured � �; # :� at right angles, the Westerlymargin of said Primary State Highway No. 5 t g g g Y g 4� 3'`;-r7 thence South 19 57 20 East, along said parallel line, 243.67 feet; • thence South 59'31'38" West. at right angles to the City of Seattle .r,.“,s `s a power transmission line easement recorded under Recording No. 3664559 • � ..." -� .. ,, ;a.F2 and 3429774, 805.04 feet to the Easterly line of Tract 4 of State �r,e. ;.„ ; q;aa'• Washington Commissioner of Public Lands Supplemental Map of Renton Shore 1 .l -' `... ':a •. Lands; `"' thence continuing South 59'31'38" West 10 feet, more or less , to the ` ` ' Westerly line of Tract 4 of Supplemental Map of Renton Shore Lands ; ,44. -, ;,�°�' �µq. , thence Northerly along said Westerly line to the most Northerly corner ^� 'fir~. *3""�. ` v '• of said Tract 4. and which corner 'also lies on the Easterlymargin of a •.Y5 .'''§ street 60 feet in width as platted in said Supplemental Map of Renton `="`»�? : ' : Shore Lands; • : ;" thence Northerly along said Easterly margin of said street , being ar, • .4.0ig :q,�,g , :, ..; arc of a curve, the center of which bears North 67 53'33" East . 324.84 • :'' G,y;, do- .•a.: 7 t Southerly eof -��, -same:"•aa feet, an arc distance of 0.52 feet to the mast Southerly corner . :'' nvw %''``'a:; Tract 2 of said Supplemental Map of Renton Shore Lands ; :- ';':- :: `'''^ . thence Northerly along the Westerly line of Tract- 2 of sa_' Renton • Shore Lands 272.47 feet more or less, c to the most S;_the__v pi-•. cf ea-a :f a strip of land deeded to the City of Renton by deed recorded under Reoordint N . 5203793: thence Northeasterly a'.ong the Southeasterly line . sal- str.; follow:g a curve to the _g'- the radial center .:- .t , bear., South 52'31'32" East 329. 8a feet, an arc disten:_ 'Lae La ,eel a • point of reverse c'_. :e ; - -i• the:'ce N or:her_v a:.. an gra of a curve, the whi z!: as North 13'43'01,' West . 1;,., C.) fee:, an arc d:s:a ice er 1•-3 3� fee: a peinz of tangency; ._ _ ____ilarr, _. ri-j.„..- -- r 'I ' - -.77 4 .;,,iiimillici.:...741744: -'07-11- --41 dr— - T - :, ,y .,742'„ :i;' :;,.dr,.rl% x.„.... .rtri't� .r:•_ . .,,.hr hi._,.,4 .?r "'i— •+i .�. ,1. .1,t-li: :7%,-1 i+•u�r• v;..am s%. •nh :4J:t.r.• ' `^ '';b`y. .^^f "_' �,1 k ,','-.<:.,C :G.4',:._.!.•,.v,'+('r.+ri•+f i ':':is.�i'a�•'• 'F,r �-7'� .'�'.¢,..,.v..xajt. «:y....:�.�,�. ::N-w� ✓i,.'=�^.f,"".Fi,_;.� ..�. •.`y. i�.`. ..�.'.5;:�;5 �i�'.. ,..�- .r a..•nT.•T�` c,a _4-�,^.:"^� .r l.' L , .�A�i),ir q• .rll'+. ..•V _ Y• -J'l7•![:'.'^'N,•e.-:-"" 1?',•.� ..a . .' -4. . :., �a=�%:` :fi': r .u:K:: Ae:.rv. .-„,:5 .R q'Y,.c<.•"'. %.":• <.,,.• 1r7:1 .r.. •ti."' A,. —+%.;•he•.x -K:l.. •„ram •I,i t•='4.'' tii.:f•• •I•�`� {,',.in. Y•., h,t„r„% .....•Ecx:d^_4 Y,. —?3':i... ;`±:,..;•V-_� „• aassi.,77 .Ac.•:�hiS.4'. 1 ..:,k,,.. as.....Z:ri,_�.x,. :rt',.,';:�:.:Y..,'7n.r' . •' ^ .;.,,,�6,,,. :.n.,e• :�;, .tpr y,..+ u.o.v.uer:r., .y-s •M'•. --- J.�.ti•:• ;.�4-f•` .♦ 33.• '4^ jam :&'::. .A•�.•t,. -P.. •r.,-. ;Y 1•• ��,.,, K� � , . ^r + 5 , ,....,-•3 .;,-, ` Yx^ .. - -.w' - ply.rra :t.:Z iCci t,''':-Y0••..-- !`^ ., y: ;1 7^•� �:a Pl +&';-4'2,4.K .'y "'d^ •'S:a:�,.-wc ow 11i4� ' ' .}--.,' .. LiAe�'cc.',:itart f�ii•'li a..:6 .n. :S•s..::::.'+::w•.::3:cut.�r_...:.:._,:4-:. • • ',g '�`- 5.nt, 1. thence North 9.58'22" West. to the Southerly line of Primary State a °'"' :z Highway No. 2; . Y "` thence Northeasterly and Easterly along said Southerly line to a ,ts;r , point which bears 2lorth 77'25'10' East from the true ii. :'Ver` ; , 'mot: point of beginning; �` 'wo: Y :.r; thence South 77'25'10" West to the true point of beginning; �• .'Y a•,7•7 ERCEPt that portion lying within strip of land conveyed to City of �5 :>'- •'. '4T fs Renton for Third Avenue by deed recorded under Recording No. 520E79J ,w ka' "a_,..,_� 'rp.r�; Situate in the City of Renton. County of King State of Washington. ,. ,,V % '1,,I o'r ``4,14 PARCEL B: tine^ ^-i; �4,'• .. • " '` •• ;`"`- - d' That portion of HenryH. Tobin Donation Land Claim No. 37 and of ,,, ; r' R t 411.�;;%4 o Government Lots 13 and 16 in Section 18, Township 23 North, Range '' `4 ` r? ,4 5 East, W.H. , described as follows: ...+4y 'k�'�.^..rya a.•'.�-,���..•-r k..,: ' ,a y; •- ''' CmV..:,° 02 Beginning at the intersection of the Westerly production of the center - line of Third Avenue, in the City of Renton, with the censer lire of 1-..:4�' ...y. f ' N Prima State Highway No. 5, which point is also described by the L �w�:„*. ..fi ::`: coordinates x .equals 1,658,127.77 and y equals 178,126.72 a^c•cc:dirg • ' `°'�;�zt.. ;' .e" ' to the Lambert Plane projection for the State of Washington, North +� xrr ,4 •.'~a nti::{.i,;.c . Zone, the meridian of which projection is used herein; • " A thence South 88'40'50" East, along the center line of said Third �.: Avenue 234.05 feet to an intersection with the center line of County ''4'; Road No. 80 (ALSO KNOWN AS Third Avenue Extension). deeded to Kin ▪ 1.A• County under Recording No. 813683; g �. thence South 77'25'10" West along the center line of said County s, Road No. 80, 413.28 feet: - f ' .-: •.« =P+:". = . thence South 12'34'50" East, at right angles to said center line • ti:',1.'`. County Road No. p, 229.49 feet to an intersection with a line which ' � '; `"• *' is parallel to and 191.22 feet Westerly of measured at right •angles , '" " `wa''NT t`'"" the Westerly margin of said Primary State Highway No. 5; _` :' 44 ` :_ thence South 19'57'20" East, along said parallel line 526.25 feet to ` • ;1'rs .arin , the true point of beginning; ' j . +:.;:a:f ^'l'; ,�;.,..:f.:. continuing thence South 19, 57'20" East 398.55 feet •`. •• ` thence North 70'02'40" East at right a; ice.• p .s; :~ g. t files to said�'Pr Primary Sate • :k Highway No. 5 a distance of 191.22 feet to the Westerly margin of '.1. • • said Primary State Kighway No. 5; - thence South 19°57'20' East, along said Westerly narzin, 163.12 fee: • to the Northerly line of a tract of land deeded to Chi:ago . `::i-:,u`ee • and St. 'Paul Railway Company by deed recorded under Record_ .; No., 2354680; .I thence North 93'24'59" West , along s.?d Ncrthe-ly' line 921 • j thence N: :!-• 3'3: 39' East, at tig-.: angles to theC_;y c . ._. __.e power r:,:. _Lss:_n ease-._-_ --'" >. - ^ ^ Nos. 3: :•59 and 34.29774, 162. 53 feet; thence ;'_rth __ 23'22' West , parallel tc said _er line - .-•_ . 32.C2 fee: ' thence :•_. _„ _ . '3: 1S East. 457.14 fee_ to the tr.Je in: : _ _ .-_• 1 • ,.., ' .-. . ~. ::• _roof co . ••C.. :.. .:. S:c -te c -was . ,.i ., -_ - _ _ _ 3: sai.i S:a:e lit.'-way ;;o. 5 by doe.! re- -c_- - .=- . --- -- ^.,:a=_ .,. the C::y of Yen.., . C. _..:ti `- ),:' S:..:: ,.,. - -- • • • } .t • • • -: ew .: .,•';.•-, .iC+' +a'. —.,:•• .i,..• +•q; :',,._ •o• •`• -' • • .r •�r`t :! -, ,i --.s~ i'•t•.-a• t �t-� . 'k ." ',. • `t. \„� a tic-3,� .,,,-. ,. r • '2w D�i1t.. ',�"o-. . x,trt%7 .',1".:7 fa 4t.^.w••. ,t1.! r..'l Q' +k 'f 7''4 �1 '7'74'~.2•�5 .e.�� �'i'1 t"i,"Ni, '' 14' :r•'• ' .11'.. ? > `n''�`1';% "i. -':'+";., ; •C r°'• t_4 ' t . hy. w..' t- ;`:2isv.vt,,� -' ;=,,'t, '',�y'F. .e.,.;>^ r>.�tfla $3,t5t ti, , t •-, :. . ...i•' ''r.?:- --•. •,, ,,,,Y«:.,,,,.3 ,..yc>r„.3,9.„,-rw.._cl4',. 2. `5 ,ter. . ' -,!.. V -;�ii+ .: `• Itji may: /� S t yy w" • VA- :;:... ,S:• ..fl i PARCEL C: ^� `'' -. ;.�; . ,: That portion of Henry H. Tobin Donation Land Claim No. 37 and of . � �• Government Lots 13 and 16 in Section 18. Township 23 North, Range 5 .East, W.H., described as follows:FM, '; Beginning at the intersection of the Westerly production of the center t.., -• ..,.,,-; :- ^_L ,fir' line of Third Avenue. in the City of Renton, with the center line of ' " : t s;, t£ Primary State Highway No. 5. which point is also described by the t: ," ''c" '��., �,•f; ?' coordinates x equals 1,658,127.77 and y eq a1s 178.126.72 according ; = ;. : a: `•t ,' to the Lambert Plane Projection for the State of Washington North -vri,' ;wai,� V4 Zone, the meridian of whic}. projection is used herein thence South 88'40'50" East. along the center line o� said Third ." = ''?ter, r M. c Avenue 234.05 feet to an intersection with the center line of County - ' '`i„;l'..* � Road No. 80 (ALSO KNOWN AS Third Avenue Extension) deeded to King • _;*7 " . County under( nder Recording No. 813683; '-^P } `.-( In thence South 77'25'10" West along the center line of said County ,.'r_ w:;ti'-r'?r<`r- aD Road No 80. 413.28 feet . �;. ,0,4 _, thence South 12 34 50 East. at right angles to said center line of ;r. . ,saw, a`: .i " xti' County Road No. 80, 229.49. feet to an intersection with a line it: is. parallel to and 191.22 feet Westerly of, measured at right a:g:es . ` -, ;-�r:.=�;_ �- the Westerly margin of said Primary State Highway No. .5; -=�;.;� -` '' " thence South 19'57'20" East along said parallel line, 243.67 feet � ? to the true point of beginnin ;;, • Wti;s� continuing thence South 19'S7 20" East. 282.58 feet; ...,q, �� �_ . thence South 59'31'38" West at right angles to the City of Seattle f ', ;_.. . ' s;:.Y_ :?6'4. power transmission line easement recorded under Recording -.:':"; > Nos. 3664559 and 3429774,. 487.14 feet; -•�,5iti-;t ` lk MA: -3F ^cv.:` -,: thence South 30'28'22" East, parallel to-said power line easement , '' ..=• ` : 4 32.00 feet; x. ' .k a`. ;.,t_,. .,>.,,,;- -�;.. thence South 59'31'38" West, 162.58 feet to the Northerly line of ~�. - ;n"f•1 ;5� .' ;` a tract of land deeded to Chicago. Milwaukee and St. Paul Railway �' ;.�;� , •r •E` Company by deed recorded under Auditor's File No. 3254630; t4. " :" r thence North 83'24'59" West ,aiong said Northerly line, 139.95 feet to : _err., r-. : .f.:?,�•",1,:�'`�`�:..a.�a•• an angle point in the Easterly line of Tract 4 of State of Washington �^•:.•-t�. : '..;,;=; ;.ry: Commissioner of Public Lands Supplemental Map of Renton Shore Lands ; i ' '%44 thence North 30'02'37" West along the Easterly line of said Tract 4 . r • • " .;'" 3.1. 163.33 feet to an angle point in said Easterly line; x,f ' ` ',,a thence North 24.15'58 West, along the Easterly line ,.f said Tract 4. •" a 62.53 feet; i. yY •r: �4'•• thence North 59'31'36" East S05.04 feet to the true ..._ o: beginning: ci.,.'.v),,I:�.'E TOGETHER WITH that portion of Tract 4 of Supplemental r.ap of Rent::: I'�`;'^Mi4'0:• Shore Lands adjoining and lying between the Westerly • ,..,.uc_io- of the •• : Southerly and N3r:h' es.-- _y liras of said pre=-.._s : • ' r.;..r Situate ir. :- .. . i.•:::-t of Ring, S:a:c _- .. ^tit ,;fie. t . e F---i - _ . . _ . i .. .- • ,.awe' .1-- .�1ti'• v�.'.rk•'t':.. 2•M;F- '•: : .. -....:‘,.4.:': c" !g�'• #t� • • �•t'!'� y.:•_ a^'�;,:'1YA11, ,b '>r�;9�.•C4I•!0 !•:in�fv.•f 7p WA • •" •�, f U, •'. =; 7 dVpx01. i: i.g` :4 ey ' it.p ,1, '�;•''sst'.'� .., tiF 'dLA4t't* • y r.` ra?`-. •WV. .► ' ,.._ x, •'l�,.T'n,18..•': 10. • ,}i. .1F:40, • L. j. - i l .h ..yv:;• C • s'` ` .: PARCEL A: ;:F;.•.. . ALL those portions of Government Lots 13 and 16 in Section 18 ` Township 2.. North Range 5 East, W.M. ; ` 'r4V AND of Tract 4 of Supplemental map of Kenton Shore Lands. lying .'.:..�ry�;}a. : x ,�j Northerly of the Northerly boundary line of the right-of-way of th_ j :; < ;1..:.� o Pacific Coast Railroad Company. lying Westerly of the West line of. "° * " ''� Shattuck Street of Smithers Fifth Addition to the Town of Renton. «i':'.. r'_-�," ` t7 accordingto theplat recorded in. Volume 16 of Plats, on ," '�:�, ,+'' , ti page 33, in "'' t -` �- sj' N Xing County. Washington, and Southerly of a line. described as follows : i_,. =•: ' ;' "` " to Beginning at a point in the West line of Shattuck Street in said i :.:: 0 Smithers Fifth Addition to the Town of Renton, distant 25 feet Northerly 't . `-.- >4. a, . ,. ., measured at right angles, from the Northerly boundary line of the right- t'%• '`�.;-:' :,4: ��' of-way of the Pacific Coast Railroad Company and running ! :` h ? ; '.., =h 's` .ite•'. thence Westerly parallel to said boundary line, a distance of 425.L0 `!r'_.;<,�v,&,: ,:r feet; 1 zti ,'t!:i`.:�:;: thence Westerly along a straight line, a distance of 710 feet, more or 4t less. to a point in the West line of said Government Lot 16, distant ` `"` r",'• `siti, 265 feet Northerly.. measured along said West hue from the Northerl 1 .:='n:- boundaryof said right-of-way; = t z�' ; thence continuing Westerly along last mentioned course, a distance of i .•. ::' ,, , _,*. 415 feet. more or less,' to the Westerly line of said Tract 4; :; �� EXCEPT that portion thereof lying East of the Westerly line of State ° ' "-• _;ap Highway No. 5; ° tIMOn a,s R41Situate in the City of Renton, County of King, State of Washington. ` " y .'�• PARCEL E: a e•„H,. That portion of Tobin Donation Land 'Clair. and of Government Lot 16 in •Oa r••;yt `'" • Section ld, To.-iship 23 North, Range 5 East, W.M. , desc:ibed • • �9. :. as follows: c' 1 ift, '= r ' Beginning at a point which is the intersection of the center lines o: `` = z.:,- :. " Third Avenue, in the City of R2nton, produced Westerly, and State Highway No. 5. running thence South 19'55 20" East 433 18 fee `• ' '43,k� thence' South 77'25'10' West 30.25 feet to the Westerly margin of State •• Highway No. 5 anH the true point of best... _-.g: thence at _ zh: a- _es to said highway South 70'03 40' West _,_. .'.: : _ _ , thence a: r . .: a^s:2s and parallei : _ __ _ .._,; , :___.. 19.'55'20' Ea's: '- tee` thence a: '.�1. _- _es rt� 0',,3':.0 mast .9' . 31 fee: to the margin o: No. 5: thence N:_ _ . . West a?cng sat.. yeste ly -.nar 32: fec- - . true point _-.._•'. . • , EXCEPT pc:__;.. _. .-e._ . c. ..'e:-=ee.. _n Y._^.g C=.-n:y Superior Co..:: Ca_ , No. 5<.'JA. _ :. :: . ' _ :3:_ L_t ^`a . _ 5 .•,- '. • - — - -• Sit .a_c - Rentcn. Cc -• ,._- :a:_ c: :as:.- • . j . . 7 ?017 mlimmT ! i mer..;;:----t, - •r I1�, 1 T-j`.ni i�..— 4 • }�G�yy,• l '• 1 }� .✓c mot. t �'`� ? "♦ ._t". •�` r,r}r.. 5 .,. .,�'Alt-f�!•�i ,��. �I?��•i-p, � t� ,yyw v E.. '`o~ • r$..2�f,*,,,, tS, y .Ni!:,1.:• ."a�,...4,L „..e.;,i4.•�. n, ,.4.,,iS•...ctz t.;-K;...y-'e y.-,+,�, �� . M4�.•s. ,yt }i�. •, ,ma •: ..` Y a l `•t-.,..) . .`-K ii�,kb-,.-^ ,•, i•,Ft"„ .ry- M vsr �,` k +I. s;� 2 .. f, �,`�{.p E3 _ X., -1. . ..�--1.i......,... ri- • '" ti vG.• ' i '�, -,` 'cis k•- nur --'-.. R,-^ u}• ,1;:—••..7..�,:`; y+-rt .� y' Lr•"N"t .>' ?• '4�....-t-.-,•+ �C ia t,.�,JO•' . rvn- 'cva+..---• .ilF„T^•-+t.ixt -' - -t-t--• .....�J-..,u� .i.—.. ', - .,.t w -,. 1 .,, -:):. aG � 1 - .'»Ver o .ive '107-h.. in . ��i t Ii 4.R t? •4''Q:: y , 4 -6 r^ -t . •.. r. ....A:"--'"''• 's.q ,4.:..':::'1�^•3`� �'s �t' si '. '7-rF. y; ^` �y'•aV.a �,'...7 r •3 a14k � ,`�,. :4:. .rt • :, • - .,. '. _ .4f •..`Ke•�i...YA..w' �1. sty•? r{"..isq.. .-.r.. -ti'Y...2;_....�:.,(5..-.: ;..., • , '21'h Kti. V . ,. •:r As PARCE`I. P: T** That portion of the Tobin Donation Clcim in Section 18, Township E-s ta:.. - 4 23 North. Range 5 East. W.M described as follows: 4.4 Beginning at a point which is the intersection of the centerline of `,• --wto: a •,;.'" Third Avenue i the City of Renton. produced L'e.terly. and State . • '=::~:„ r f- Highway No. 5;. ( - ' • Ai thence -South 19'56'20" East 388.18 feet; • thence South 77'25'10" West 30.25 feet to the Westerly margin of State 't•• I-h - . Highway No• 5 and the true point of beginning; :i '- thence at right angles to said highway South 70'03'40" West 150 feet; .-,_t �;. g .! : .: thence parallel to said State Highway South 19'56'20" East 100 feet; • • - ;.3 '03'40" East 150 feet to the Westerly margin of State `y� �''` thence North 70 • '...,:o'`• Highway No. 5; t�=`:' ;•_.- •_ thence along the same. North 19'56'20 West 100 feet to the true point }:.-,�,y;g- y :; =:I:t �, :of beginning: L• _�:.:.:.:; . �' � �• ei EXCEPT all thatportion of the above description lyir., Northeasterly I'rYY�.y ```' ' � IIi of a line drawn arallel with and 45 feet Southwesterly. when measured ;�;-'4 from the center line of Primary State 1- • "0;`.- �: -- `'' at right angles and/or radially. ▪.' "`' - -. Highway No. 5. Black River to Earlington. f�;•; =, ▪3 =il. p.. ,d ....do of Washin ton. • .'.`. `e- xf ▪ -` Situate in the City of Renton. County of King. Stateg ^r, : r_oir�.rc y ,MIN A % ` .�'.T. • S,i.._ - •''i...t•jai-.'1,� I • u77 iii PARCEL G: c ti - 1 �h y l� Ott w 't �� ', , That portion ox Government Lot 11 in Section 18• Toi.r ship 23 North, ;1• * 41 ` •.- Range 5 East. N.M. . and of Henry H. Tobin Donation Land Claim No. 37 ''= y1 t� ,• a in the Southwest 1/4 of said Section 18. AND of Tracts 2 and 3 and ; ;; ¢;; :�u '``b` the street platted therein of the Commissioner of Public Land �' ' ?i(>14 Supplemental Map of Renton Shore Lands. said street now vacated by , -iT *-.-2: - �•.. Ordinance No. 1849 of City of Renton. described as follows: ' � ` • Beginning at the most Easterly corner of said Tract 3 of Renton Shore t .0 :t y Lands; ,' ;, `} thence Southwesterly along the Southerly margin of Primary State • [~'r`" ::-=i A Highway Na. 2, a distance of 2.18 feet to the true point of beginning; • '- ,1``•: 1?.,1.- . thence Easterly and Southerly along an arc of a curve to the right L.Y7µ1.. ' , , having a radius of 33.63 feet. an arc distance of 106.58 feet to a ,,., ,,. a` r o point of tangency: tee'"• thence South 59'31'38" West P8.92 feet to a point of curvature; ''4, ' l . ".1 r4 thence Westerly along an arc of a curve to the left having a 'rad'u• ,, „,, ;:' g of 389.84 feet. an arc distance of 150.04 feet to a point on the • 'Yti; " ; ,r J Northwesterly. margin of the streets platted in said map of Renton •;* : R0 w Shore Lands; •'� thence Southwesterly along said Northwesterly margin to the North line .;j" ,:.•,x .�'`��'"-"'-`� ':'•". :` produced Easterly of.the South 550.92 feet measured d?.agonally alonF, r • ••• • f4-,, ,::., ;':,;Itii -,, ,::., ;':,;Itii 6 't;r ti:"? ; the Westerly boundaryf Rainier Boulevard !which is the Easterly margin o '' ,.. ,?`7 of that portion of Government Lots 11 and 14 in said Section 18 1' ! rytY - 1 lying East of Rainier Boulevard and Primary State Highway No• 2, i • .1Zi•� 4 , ' and North of a line running due East from the Southeast corner of .'`''�° 7 �*'''YY Lot 28 Block 10 lat of Earlin ton accordin to the let thereof t,: , ... ` . P g 8 p j r<: ' ''>°', • recorded in Volume 14 of Plats. on, page 7. in King County. Washington; . ;4.:.i.M:tr.;;. '` ,,s thence West along said Easterly production and along said North line "Y"''`-"" of said 550.92 feet •to. the Easterly margin of said Rainier Boulevard; thence Northerl alon said Easterl mar in to the Southerl mar in { r Y g Y g Y 8 .,4,% a. ;1, , .�,.Y of Primary State Highway No. 2; , + t • 4.la,. ,; tit"f� ., thence Easterly along said Southerly margin to the true point of ` .::S I5.$4� beginning; . ;r.• t rw Situate in the City of Renton. County of King, f'r= ' ;' ..:;,. State of Washington. • 7. ,,p er`;`y.4,4i " :445. is { ;Cvy'•.L 4 . ;%;,. •' .t "ice' 4•y�w:^ , '1 • • • • ..i *,Y�'. jjy "dig--. • .4;1; •�; • Z.,f•Y•t'b.,4 "K7,•:., r . s' t i. •';a''2".r;(�'.'`;:?��t;.t.>. `•r•..r"'riF14iv . . • ..•-.'.A%...:..—..-?!i..'t ,'...-9. .:,.•..f %......1'=CtFA,"' ,'_v".".',w,7i;s N. i w .^6A: j.,•...,t•:•?l..:.14,, „:_,,:'y,,;,„„ r•, +"C+.iYf. ,.<l7 .t1.r< , ,vh« f �':�Y 'f '� 1 arrj11‘ ::.1," k�'1`• ` -i Z Yyu; `}•''� 4f•:r��dr,��; •�.q."'' 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'.;•.'..r.7...,•. , •• - .....,,...0,.. ..-:-....rg:"-vs'tii.i9'..:,-:.,vir,,....,c.,-;;;;;i3j,,,,t,,f.,., , • . .:,•.:••:::;(1,-;4.‘..'.., :: ... • , t•-i :• ,...,.., ,,,,p....,,,,,,,,,:.,7;:z.e,,,..;,-••:::,..• .:... .. . •.-. ,. sgATiog 0 . IA 41% . .. ,.A.‘,;rs:riel•,..1%:' 4.•ezy,'ikk '• ,..•••:;!..4.., , ,.......y, • ..,...-(...7.-•,"5 .t'•- 7•'.'",.07. .- •-. % •' •••f".:z...!:CouNTyrjr.IIA) :' •-•.•.' - }IL:i • • . , .•rti;.%-.0'.",•:,:jr.r4i.;•Ir",...•,-..-Z, ••••••• ••••:••.'.t' .•:•:‘,•:,••(.7•-•.:::•••••6.. On this the abe•-::"15411•::: :day of olug, . .19 05 . before me, a Notary iz•-i.ge:•,.:?••;;,,47,.....:,..,,e••).... .. • .. . , .,.,...:........ - -..•••:. . .-•,,, ..slrft%••;!.I.:,;•'.., '9:,..'-‘:'.....'.,:•'''.i.''', — . • .. Public duly authorized In and for the said Olosmty In the State aforesaid to take aclmowledg- •,,..• T•zr.?:-...,i,;:‘,,,v•pz.!../.,-,,-;;,•.;;::-..4,-,:: • "• • • :'• •"!'• •••••••• - —" •••• • "' •••••;•••;z4,4.,'.1."::.'4•.„...tz:',-w.-•••,..,:-.4.,,;14.-r.f.. ,!...•• •,;',••••,-."..••••::'•mats:personally appeared,.1.Afri WI:LOCIC4• : ••••••;•:.;•.. ..- . ,to me known and .:.. .y.t:447.•.,"A:.:*.•;7,7,:."4..."4-..''/4/•g....• ••;.i.'-.. '-:: ''." .••:,-. . & '.:',••• •'N`.',;'....'•i•-1".'.'-s•.P.4,1'..'.'4:4,./•,•• :'.j'.::Y.:••• ..'.: •••,:-....known to me to liii:••' .••••IfteL",-.5;".:"L President of NORTIIIIRST BUILDING CORPORATION •;-:•,?•,€;:,,,,,..f.,,,:f?i.:,*.,•,...,•.,•;,--1,-:.:!.„,lt-,)-,.... ---...,..;•,•,' ••*.: •e •.--...• •;f••••--•• .... ..1 — .. :.:-.• i':?4,*•,-. „•n!',,;-,,;"- " ••• ,.-•:.•,... ."...t..i one of me corpora described in the foregoing instrimrent,and acknowledged "......:,riog.kr4E:'-'4%:?2Fg2112•'''.., .1,615:4Z!4'../.-:;"..:::'-:?..i....-4..-;that i,:itiiii'ilitaiii.beiss'authorized'so to do,he executed the foregoing instrument on •:•;', "IP.'.•:/'4;',;;;;••..1,S4•1"kti.Y.P.:' ' 44i a- ,". bisilt lir ilitiiicliiiiiiiiiiii by subscribing tbi.name' f'such corpora bon by himself as such •••• --:,••••::,V^iefe:' .."- 4,52i .,...:t.:0*••• '',i411•-'1,"•'''' -..-•Officer and"Caniedthei corporate seal of said corporation to be affixed thereto,as his free •.• ..ely.4;.••••,.....i...,,,:ft.s•:::.=:::::•-••••:-.4..t.v•-•,. ,•::•1••4•e.i•-....,:7•1•••• •-. •cf-•-•••••,,,•,i"'•••••••••••rTi;'••:";;•%[•,,,.' •`•-7,;;;;4•;.--•-• • and voluntary act,and as the free and voluntary act of said corporation,for the uses and ... -•7,......F. -,..p.,..•!If..•,..',`;••!e:,.ii '',..:0;14•41,. ,.....•,. . •;'. ...4%-,,,k,ne:./t"'..tVil-li'.7.',•;zziwf-'‘.*s• .z• .,1•745a:,..,"-•:f.:•:;-•2-• wuroOsei therishi set fOrth:'•-..3,;!:•••-.••• •• ,•-• f,,,"15C,k:7::. .7.2.i?...a.--..r4-er.zp' •;:*:t;11.•'1,z1...,v.'.-;:c?.''-.;,-....;•.,:i:-...,,..,•,.......,...A--;..,.. -;•••. -... ,$*,:::•4:,,r...-4..y,,,,.x.-F1,i:,4..,--.,t04- --.f' ,••' • • - - ".:" .!/2,-.,,,,...::-:,,:,..,...•. • ,.. fq- - • •2,- %,".'7"e•"!114`".::;1:,k'''' ''1.1' •V::•:•'.• • •1.•• • • -IN wrnesi WHEREOF,I hereunto set my hand and official seal. --"..:•••,....,..1 -:,,••,•-•,..%-...: -.,-oc •:• 4,••- ..-. - • : .... , .;.. •.:,.-..,-,4:ita..f.-,!„•-,••.-;:'..Y.'';',.:••••:e.';g1'4,4•C'' .:',;.i':.',s...,i" -." • . .,••••c: •._--. -",--"-'f:(,'-'1*7:-••• .. -.:. t •:. .4-.:.7-",ti-,...,.;.-.::•-_••-v.,..:••••,..,::4<pz,,,r..a. •':.•,.),.-;•:-..- ••:-• •. :.' e.;-,-kgs• -••:.!..--0-: iZ,-;),I,55.-1.--,. ... L,•••:-.1,-!:::,•.!••••••! •••••• .. ily ission Exp.lees:.•••.-,...:. . . af .,:. . •71`,4-41:.2,Xis'I .,:r1.: •',.t:> ••••• 4 P4...t.1 "'•-• • • :' :• . '.. t t.'''• :,'" • . • • .euzity -.... •„. '1%-,-i§?.•:•;f.z4:.. .'s*:'''''q","iV....' itis.':11. -".'•-...'' •... •'.) 4 1 ,• .. .•.. .. '..1 ":::-. -----.4,--?-1;.:,:::::.K.',...-:::,:Pi-...,.-7'. • ...,..:1:::-c;:.,...-:- _.- . . .4 .- • ;••;.)4‘:: • ••• ? . •••••.:,:••,,,• '....•:-• - . , - . .. •,..No Public k,..... • .....zil •'•'• '••••:111:,:f:,•••:•:•:-: '..2.-•:• l•f...f. ••••:•-:‘,•,';',!..• ger . • . • • .. f".• ' '.•-z..--:A::,.:-...-,•'::.!;-•.,.,-.,"••••••". ..:<;•:: ...?5:,t2;=. • ' •'. ;•'•••„.•-. -, ..- ::-::: 4...-.,.... '••••,,,:,: _.:•• ,..4:,•,x,:,..::•:....-i...:-,,,.:•.,”• ...,:4,.:.•"....,-,-- ...:- . ..•...,,,t:.--..c,:,,':::•.•,:.i........::-*•:•"?'"?.iii..,.;;::'7:'. 4.,;;;•... ..,-.. . • COUNIY OF WO -.,.4';'"• • § las.: 1. . '•'...-.•-••••,•,•-•-,,"--;;;•,,,--0.4r: ...271'.4.-•e, • } ''...... : .414,(•-?0,41-‘....t.e.,'1!1V:,1-1., .' 1 ''' -&--..%03..:4`.......:''''' ' .01i.`•ihis'Ake"•'....42•101" ••daY of dila .19 81 . before me, a Notary i ". ''''':.1'. ''. r:• .....i.'c'''''• ''''• ''''. • '''' Pis. bile duly authorized in and for the said County in the State aforesaid to take acknowledg- ments,persortally appearedLa./72 (J. co. CO -5 ,to me known and • . 't..,':,..:"Z. ' • ,• known to main be.4.4.4,:•-vice.- ' eat of NNE MANAGEMENT CORPORATION ''.:". '•"*"."'•."......". --4:...:4.•'l•:.''•`..5'.--;-;C:•••;•..- . . . - • of the-Coikuationi described in the foregoing instrwnent,and acknowledged ••••• .' -,..4'..''.:'.": that as such officer,being authorized so to do,he executed the foregoing instrument on •-:-'3 i..,,31,-::11...4,.'44:;;;;..J,'.;','Ae--C;„i•-•;.'>-;.:,,..- .• - . ,,,v•.!,ku•4, ••,•••,,,,,,•,...)-N.70' 4...45..r..,.. •...!:. .• . behalf of said cospuration by subscribing the name of such corporation by himself as such ..: ,,,...,,,fi.r.,...f.v.-....,!•.4..3).k..'...47-17i.,„,..: ',.;...:V.,-"t'• .- . • •' '''''.i=:::-1"/..-±-:;'-'e... 4:4"'''.::::1.; .....s:*•!,':: . officer aid caused the corporate seal of said corporation to be affixed thereto,as his free '• -' .-'1,-,-'''''.1i':'T,§Z.4.,1,•.e...1.: ,;.$....!,.-.,- %„,.......7!- ..,',•.,.,:,..76...6.4-,wq': I,e:.-.•....;' -.'. imd voluntari'siet;•Iiid as the free and voluntary act of said corporation,for the uses and . •,'56i.-f,;..•,--i•ii,d2 ••-•,...,-9,4-4*- g4,.•-•4:-....;,,•':••, • •• • • ••••••.••••-. - • -' .Yz.--" ' ""•,*•-',tzr-....:Avz••••••,...! 1,,d.zitil,:,,,,,-,..•..;.• .puiposez therein set forth.,..z.••• ., . . -" 1..... - ..f.,klgt",•-,,.1•4:' 1•••• •iiiv,,,I..••...!:::.::,,,•,;...•7•.;• ;i:i=3.45•F.TMeileis.,16,0ii."..i.; ..i.g.1.••• •• •. ••• ...• •3:.-,...::,,,;,,..••••••• .•,••........ • •;, . r:-.. .e.1.;:f..t,i-.. ,...,:..,,,,.,•.,.„...,....: ....,••••• ,.:•:. .. • .• • - •-'-4• ..--. .,, -- . . -• I;..'' • •.:. .. ...?;-•;••;.W..:6.;.•;/....1-:•.,,,:..,;•;...Sfa:',irl. ..,...,......,:.....- . IN WITNESS WHEREOF.I hereunto set my-hand and official seal. ,. -,7.!•,i.,...,...-?,•!•,...;;;V:401:011r •'.-Y)41:••;-,•••z:,•" • ':•:::•--,. ''.`11-4,.;-7•::•:ri::;..'7•..::,,.--.71::;-;IS;li."1 :;:gi'?;;,1'.....',.:-- .. . f'" ....... •:.',: ...: ••yr..t:• .-,,,,,,!:.....:•-t-,...i-,.:7,;;e5-Z-; t.'`-,f, .• My Commission Expires: .- , / op .-: ...''''.!:'...; ::2i! 1:::1! I-F F- • •!.•.-•;•!i'%,•..6E.! ,.. W5*'t.f:.';•;- i?.,::'.': . 619.oi$5 i 4 ..., .t.$:,, - 4:,.._.:.'-fhlii's.-:.,7-1-...".•;., '' .• • '-ik•El'. .',;2';:,..i.wl',•':*410.1e' 1"4::?2eli't*::'.. ' fliAL/1411/. • • No ., Public ' • f • • . . , . .1.t - iii..... . •. .• . ? • STATE OF NEW YOBS i • . Comm'OF NEw YOR121r 1 • ., : . , • . , J.-.......,.: • On this the a day of I , ,19?8, before me, a Notary i •:'••••-.. •:•"/".,:"..•.1.37", i,•::.:•••.--,.• •46.;•..li• Public duly authorized in and for the ,Ci• nty in the State aforesaid to take acknowledg- • ... ,to me known and , • merits,personally appeared ..k..U. •1"4171• JR• ''..:.:•••''..'.. . • . , : . .... known to me to be a Vice President of J.C.PENNEY COMPANY,INC.,one of the corpora- • l . . . • • -• - - tions described in the fOregoing instrument,and acknowledged that as such officer,being , • .. ,, authorized so to do,he executed the foregoing instrument on behalf of said corporation by ,•.',-,'• ••-••• •• • - - : , subscribing the name of said corporation by himself as such officer and caused the corporate • seal of said.oesay; ion to be affixed thereto,as his free and voluntary act,and as the free ..7.-,..-..;,.." .,, *ff:-:..-::-......;':'::`,•-..;,:-...-•. I sad voluntary ' said corporation,for the uses and purposes therein set forth. • I 1 f`.• , ___. .. • i liz wpm's WHEREOF,I hereunto set my hand and official seal. • .•.-..,.....".I....:-. •,:•••,.:,:z.•••,..1•.•,•••.f..7.... :',';:,:,•.' ' • •••:.:•_---,..-:=..,•• ••!,•••••!'•;: -.F.-1•'•'...e...:.%•.... ...,.:;•;:::. . . . '.':••••••••"-; :- .• ...:••;••`.$‘4.-„,F.r,•;-,•.-.:-.:. .. Ny Conunhsion 3es: .z.*;.17:-.-:::-.•". . L.,•.!.••••-Zir!'',.':.i'-',,....... •..:. . DO1:NA M.H . • .,-e•,•4,,•:,-... ...51'-•!'f.‘.-"..;:.4.*•:..•4:::i•••1:-!.,-.`s.:; .:•- :. •`• ticcrAoy K.:14Jc,sia4.of ow yott •••=•.'•:•.-:,•••• ...k:t,:•;.,::-..!":•"...":`;!..F:s:;,•'.::••••••• ...• '. tla AI isfIZS.7 ' • : ,.;,-..-.•:;„,.., 4,:t-:,11.,(5e....,•;4,.;$c-",-4,,c..-;.- .,•••-.::.. . In(*red County Notary Public .i.:;•4•;.•-•:,,..; ,••••:-..d.,,,..,..t...'lifict,:s.::-. ..:...:,,,....1,-. . •. Crritellekdto Hood in How York Canty . .-... 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' ' ;....•=':S.1.7-75-4Y-...:"....; . ',':::::::1,:/-1:1",-...... ....;.. . 1,, . • .. ....--;?'.....:••••:.*::•. . .,,.. .. . • ::./.,:-.7;t:4*,/,c,Anz'.2., ..i''•`;:kli,...'i.F!..7:. 4;.•'''!::%:‘•,;...-.‘,.. •"....41t'V.:tFi;!'•'::4-7:''' ' .:.:::••'''''''' . '. • • 0.11 r., Maehingto ( _ 8 re No. 2084 :- '� nenton Shopping Center) . -- � VtA,.._ /� R05 rRETURN REC�,ROED DOCUR9ENT T0: 2 t7_J.0 PENNEY'COPnPA11Y,INC. y*'' -0 POST OFFICE BOX.4015 r1 OS:11.19 N1�7' E BUENA PARK.CALIFORNIA 90624 F .0� i - ATTN:EUGENE D.CHRISTENSEN REAL ESTATE;,EPT. LEASE AMENDMENT AGREEMENT CASHEL **'�•3 4.00 SS THIS LEASE AMENDMENT AGREEMENT, dated as of the llth day of June, 1985, by and between RENTON SHOPPING CENTER ASSOCIATES, a joint venture (hereinafter called "Landlord"), and J. C. PENNEY COMPANY, INC., a Delaware corporation, with offices at 1301 Ave- • nue of the Americas, New York, New York 10019 (hereinafter called OD "Tenant"). CO . . CD • Cr, WITNESSET H: Uf WHEREAS, Landlord's predecessor-in-interest and Tenant . • CA • entered into an Indenture of Lease dated February 19, 1982, cover- _ ing certain premises situated in the City of Renton, County of • King, State of Washington, and being more particularly described.. • � , therein (a short form memorandum of which was recorded on Febru- ary 4, 1983, as Document No. 8302040759, in the Office of the Divi- sion of Records and Elections, King County, Washington); - WHEREAS, said Indenture ofLease dated February 19, 1982, as heretofore amended, shall be hereinafter called "said Lease"; and which premises demised Tenant pursuant to said Lease shall be hereinafter called the "demised premises"; and f1- WHEREAS, Landlord and Tenant wish to amend said Lease in the manner and respects hereinafter set forth. 1.7 NOW, THEREFORE, in consideration of the mutual covenants herein contained and other good and valuable consideration by each ri of the parties hereto the other in hand paid, the receipt and ade- 'i F ., •• quacy hereof are hereby acknowledged, the parties hereto do hereby - : covenant and agree as follows: . -1- 2084-6/11/85 • :t • i. 1, COVENANT OF TITLE. Landlord represents and warrants that Landlord has full right and lawful authority to enter into ' reement for the lull teem of said Lease, this Lease Amendment Ag • ' il !! as hereby amended, and that Landlord has title to the demised -. . premises in fee simple, free and clear of all contracts, leases, restrictions, violations, liens and encumbrances of every nature _ CO •6 whatsoever. • C — 2. EXHIBIT B. The Exhibit B attached to said Lease shall i CO be and hereby is deleted and in its stead shall be and hereby is . substituted and incorporated into said Lease the Exhibit B attached to this Lease Amendment Agreement, and wherever reference is made in said Lease, as hereby amended, to "Exhibit B", such reference i , shall be deemed to refer to Exhibit B attached to this Lease • • Amendment Agreement. : • 3. MAINTENANCE OF PARKING AND OTHER COMMON FACILITIES. Paragraph C of the article of said Lease captioned "MAINTENANCE 1 OF PARKING AND OTHER COMMON FACILITIES" shall be and t.ereby is de- • . . .•,:• .�-1 :.� I.... • leted and in its stead shall be and hereby is substituted the fol- • lowing: ' C. Landlord shall at all times during the term of this lease provide end maiataia within the Entire Premises, aotvithstandiag ruc- the s, 2a a spaces for each 1,000 asquuaare feeteofsFloorsArea ;i tants, 5.72 parking 4 - - 1 contained in the Entire Premises; provided, however, that in any o,. event there shall be provided in the aforesaid parking areas parking spaces for an absolute minimum of 1,790 passenger automobiles. If Landlord shall fail to comply with the foregoing requirement, Tenant shall have the right'and option at any time thereafter to terminate • the ter of this lease by notifying Landlord of Tenant's election so to do, and upon the giving of such notice by Tenant to Landlord and Landlord's failure to cure such default prior to the expiration of lease shall terminate 6o days after the giving of such notice, • this and end as of the date 120 days after such notice shall have been • given, and Tenant shall thereupon be released from and relieved^mt of all further obligations thereafter to accrue hereunder. Landlord Tr e shall terminate the term of this lease, as herein provided, • _ _ shall nevertheless remain liable to Tenant, and Tenantshaelllhavnantve the right to recover from Landlord, for any and all damages sustain by reascn of Landlord's failure to comply with the aforesaid .t.:.. i,. parking area requirement. Anything herein to the contrary notwith- standing, if Landlord's failure to comply with said requirement shall be caused by a condemnation proceeding or by fire or other ;..:... e.sualty, the rights and obligations of Landlord and Tenant shall :: oe determined pursuant to the provisions of the article of this lease ;I captioned 'CONDFli:1ATI0:i' or 'DAMAGE CLAUSE', whichever is arolicable. I -2- • H; 2084-6/11/B5 _._... •.. k;- 4. Except as hereby amended, the parties hereto do hereby 11 ratify and confirm the terms, covenants, provisions and conditions of said Lease (including but not by way of limitation, all rights and options granted to Tenant in said Lease), and agree that said Lease and this Lease Amendment. Agreement shall be binding upon and inure to the benefit of the parties hereto, their sucessors- VI VI in-interest, and assigns and grantees of Landlord. VI C IN WITNESS WHEREOF, Landlord and Tenant have caused this Lease Amendment Agreement to be duly executed and sealed the day Ul 00 and year first above written. RENTON SHOPPING CENTER ASSOCIATES, A JOINT VENTURE By: Northwest Building Corporation, as general partner • By nCE •cSioh7N7 • By: Renton Shopping Center Associates Limited Partnership, a Washington -limited partnership, as general partner By: Northwest Building Corporation, as general partner By 1CG EsrOE'Jt By: NWB Management Corporation, as general partner By ATTEST: J. C. PENNEY COMPANY, INC. ' BY -�s istant 5 cre _y ice President • APFRQVti7 . 2084-6/11/85 ••�"'.) - STATE OF I�Q5�lr1 1b4 ) COUNTY OF V,5 . as.: •• On ' tQ ' • , before me, the undersigned, a Notary • .. li . , 11 P c in or said State, personally appenre��1 ., i iYr • ('0[ S to me to be the �j/ 1 h of NWB anagement Corporation, one of the corporations that executed the within instrument and known to me to be the person 1 who executed the within instrument on behalf of said corporation, 1.[, said corporation being known to me to be one of the general part- ners of Renton Shopping Center Associates Limited Partnership, a limited partnership, said limited partnership being known to me C to be one of the general partners of Renton Shopping Center ?} CN Associates, the general partnership that executed the within in- strument, and acknowledged to me that such corporation executed } — the same as such partner of Renton Shopping Center Associates ',� Li, Limited Partnership and that Renton Shopping Center Associates • Cp Limited Partnership executed the same as general partner of Ben- ton Shopping Center Associates and that Renton Shopping Center �1 Associates executed the same. WITNESS my hand and official seal. • it . OOOOOOO 6.• • ••• ;:•... .... , .. . . . I My Commissifn Expires: • rotary Public a fj 33 <.� 5 STATE OF UI�QSfu10. ) - . . • COUNTY OF i1,5 ) s s.• On 6 , before me, the undersigned, a Notary personally a ears I Public f ;said State, p Y PP I 1 ( known to me to be the rl 1 1 0 or west Bu ing Corporation, one of the corporations that executed the within instrument and known to me to be the person who executed the within instrument on behalf of said corporation, said corporation being known to me to be one of the general part- ners of Renton Shopping Center Associates Limited Partnership, a limited partnership, said limited partnership being known to me to be one of the general partners of Renton Shopping Center Associates, the general partnership that executed the within in- strument, and acknowledged to me that such corporation executed • the same as such partner of Renton Shopping Center Associates Limited Partnership, and that Renton Shopping Center Associates • Limited Partnership executed the same as such general partner of Renton Shopping Center Associates, and that ^.enton Shopping Cen- ter Associates executed the same. • • ;r WITNESS my hand and official seal. . My CoRaniss'uuon Expires: 1 � � I1 . . .•. ...Y 1Notary Public Ty . ." 2084-6 11 85 u; • i . i , . STATE OF 1110.5hI�iw ) ) ss.: COUNTY OF yi{ ) xOn 1 61' • , before me, the undersigned, a Notary P is or sal State, personally appeared l. , to me known and known to me to be the C G Of Northwest Building Corporation, ones . t e.corporataons fat executed the within instrument and known : 1/11 to me to be the person who executed the within instrument on behalf of said corporation, said corporation being known to me to be one of the general partners of Renton Shopping Center Associates, a general partnership, the general partnership that executed the within instrument, and acknowledged to me qo that such corporation executed the same as such partner of i M Renton Shopping Center Associates, and that Renton Shopping r Center Associates executed the same. ON WITNESS my hand and official seal. . U•), co My Comm'ss n Expires: - II / %��n�� P { N tary Public + • ; ,.+`, , Mum, NEW YORK . CouwrYOF NEW YORK }`'' 1 On this the oC day of ,192. , before me, a Notary Public duly authorized in and for the said Colin in the State aforesaid to take acknowlcdg- aunts,personalty appeared L. H. AMON, JR., ,tome known and known to me to be a Vice President of J.C.PENNEY COMPANY,INC.,one of the corpora- ;,. ..: lions described in the foregoing Instrument,and acknowledged that as such officer,being authorized so to do,he executed the foregoing instrument on behalf of said corporation by subscribing the name of said corporation by himself as such officer and caused the corporate iseal of said corporation to be affixed thereto,as his free and voluntary act,and as the free I, and voluntary act of said corporation,for the uses and purposes therein se:forth. , ;., . IN WITNESS WHEREOF,I hereunto set my hand and official seal. + • pow...,Commission ` (_)l 1 • ) �.v y Expires::' .. rri NOT0.l ,,,,iI "i sr, .+•.H \ :r (�1 'fad! 11 �°iL.l,iO'.. li lie�y�e rr•r•�s is ,...,.: . :.,.. 1 Notary Public • i . f -5- I I . i 2084-6/11/85 1 • ...... A • . . . • • '':',.. •. i:-. • . • . •......... . . .... •,..•• ' . • . .. :• • 171 • ': . .. . • • .-.... •'.' : 4. - •;I .:.:.:...'..? • .,••• ri. • • . • 41i • . • .•• • -. r - - : • : '-•\:. • .. ,...,..—...,,, .• .3;....co,_;.,:-..7,..614.3:/-::::••••.••.6 i . • -.•• t -; ..-.....:.';'•.•..;..1.. .•.•7-7,,•.--.•!.... ,-,......z.:. •., .1 .,•„..•, .. 6:• -•..•:'.- ... 4, 6 , - .. !',.q.:6;•: ..6 ,,E.;?6:',.;•:. ....7- ,•.‘,Assivy,...•••A.'1' t'.• -'-'-‘".. . .'" '`.• :. .'! . •.• . • ' • • '• . :..,..,,.. ,>.i. :'• - 1.D•Vg. .'.•Ve,•:,1„:!. .,..,..;.;.::•-.....:.,.. . ,.. • i . • 1 .''. - ; 1• .J.F-.•••••••••1 ?‘.3': '1:1' ;a -"•'4.1."*.•,'" .- •• _. - - 1.-:... •„,, .."-... I::; ;'!...t)••::,•••14.• • •. •-1 •• •••:...:' ••-•', •. • r.;••.•."';',:ls.., '..,,•.''' . ••••• •• • ,,..,-.. -..,, .:.?«..i..!:tr. . -•-• .-.'•- • . . i :. .. .!', ...‘••%,•-•!:—.. • .. ..: , •• .. .. . - • ts•il';: .Vko.-- 'r',-;•' 4- ••• - - EXHIBIT B , I .;.;.„.: • •••,•oc•-•• ••••••••• 1.: :I .•. . .. 4:eh ......'..1 .Y.-A• ?-• .• . ' • •I :..': : ••,_,•1'le f.... :...-`: ."' • . I .,:....i... .r•-•A.:: -,,;•-I. -..•- ?,. • . • Attached to and forminl ?art of Lease •• . si, '''•-•.•: iki..,...;;' •,: .141., '.:.,•,...:'••• Z .• Amendment Agreement dated as of June -. • . ,,.*:f';'.' "1,--:::A...,. 1 .•/:•• ; ., . 11, 1985, by and between Renton Shopping • i :4-.4 vr:2!••• -•, •••::"..... -...-•• . .. , •,-_-..-!-.. ..;•/.;:.4„:.„..-••••':-.;Al . .•• •'• • Center Associates, as Landlord, and ---..'/:'-`6"'•44`!"•.fk. `.1., - • • • • J. C. Penney Company, Inc., as Tenant, :. -i•"::. 1.1.::%:,5 :!ux 7*-..,:w • -: •- : •,:::•'• 4r ,%,:i-,11•4::1-,:i:-.:,1 •• ••- . •- covering certain premises situated at .. . . - ''.•,-:.', ;1.:•v.•••:••f-•7. ..•'!.. • . •• Renton, Washington. .• : ,T.:::t4.,: •••'1' .'.';•'- • - . . .:. • • • Initialed for Initialed for • • .: • 1.• •• • • • v. • •-,..:[..:-.'":•!:!•••.. ,-• .: „ identification identification • . . I.;• .:-.*!...,4-17,',:b..,"1.v..'Th..:.-- •.:' :. . for Landlord: for Tenant: • • , _... t,AArC : .•: % •. .1 ... ,.., • 1r By •, .. „ ie,;;;-• 1•4•,.. • • • .,•-:. -•• Attorney . • f-s-•,;;•.,IV.1•••-•--'''-s•* ,•-•':••k•••, '...••'' - • -.- 2084-6/11/85 • .•; /.•.- ! :,-•:i:, ;41 7.44: : '•••::: ..:' .1/4°;i•. ..•:.... • —. i • ' . • ...-^•^;...t..'•'''..' ' • •'':..•.7•.i. stii:•'...1.4.14•':Fit•'.••••;'''V •:;°•;.'!i•...4t4.-1. tit • :.7.• f •:.....i •,:.;,4:...;,.,9'.•.•,S.'•tr •• . -,.•..•• . • - • . . . • ' i' •--1.4 ..1•11.......‘.1 . ....: •: : •'''' • . - • 1 . • .. ..••• .. '.......'A R!!:*-..!.:—....4:...r 1... :::' r...rs...• • • . • ; 1 ,,.. •,..4:4',4,-..--..,;:."- ',....7 :- '''' - ' ! 1 I..•-v ..;• , : '. '-•,./:•:$W ••• 4. 4*••••..14 . -e, • ..:«L "1 r:"'''.. `...; - •i.i. ......• •• ' . .-. e9 • •' r7Aro T•fo'r: •.'7.•••---. .• , 4.•••• • % • 1 • t . •• ::I 1.,26..,..-•,:t.•....••:•••••,••; •......• . - . •• •:f.‘" tr,..,'.•••-,..• ' •..4r . • . • . . • ' I • • , :Ix; • .... I . . . • •.. :..-4. . •.. •" •• I . ....I.: r'.- '. •3• -••• I 1 I I I 1 N ° i 1 ,.., i t . • • • ° j•I°-' • l 1..''.'..•••:. 't • • 1 ; , • C7,...Clier. . ....,:.. I• I • ''''':]1 4 ....,-...;.. ,...4. •4 . ....c.:;47........4,5_,.. :-.....i.i.. ..."..LC• .„.. . • . ,:---,..„."..),„:„ s• , ,,,,. .. ,,,....:: : • '•41'1 .1. • • \i'.!'4 ''' 1 'It • . .- 44 .'.4 I //II/1i •4 AN 1 • • • .....1 4 SI • ''. :: A 4:, ..% / I . . ...1 r:.. • '..,,,i''...:.' ,r. • • ., . ..r.r..*•- . :.••.:••- • • • • x • ;MEL • rle... 1 dA'. ;•.1..4.4.-=,...1._.: . Room ..1,,..... • ' 1'....;',-r• '.•: . ii. .1.0...lini.:,. .. s ., , I•,.'4:.-!,A V-• • --. _......-----r .. )! -f • J--r-- -, . .-- .,: a . .. , • . . • • - .1 '*1/9t '.6:7t— ,•. . --' . ''`="1:.:r77-1<1. L ....,. ...-•-..1. . --1 ...."...... . - ...._... -. , • 6. 41••• .•;'••• .--- 1 '-..;•••P' •••••••• • .. - :.. . 'r• . 1.. -.. ....,,•-_•.; oars • t 1 2 • ... ''1 • . ..--sataa..7.11. .. . •''-;•;;;•... ."::.• • :L.., • ,•:•, • " •: -:-° . • o•-•• , • a.....lm .. .I as turfs,- a ' . • . , r _, • - st ..• ,. - I..?41,-* til.. •; ' - ":4-.--v. ......,.. we • a fT•'.....•• ' •• , . .. .• . _._ . -- .0 •,,,,,,......, '.••.,•4,'"...,.....:. •.,..-...'[:•';..r." • • :,'.••••:::7z.•7* :‘;',' •••••••,:;•:':':..S-:•,-. ••..•,.,•:•::::: . • • • \, 0 %. • 4 • t I . — • RECEIVED THIS DAY • • Nor I 1139 11 '91 . . Y , • • 52 4.. U17I'A PRINT FORM 11(•4i('.•• I•,0,(IOi5 3 • Return Address: 1••• 1'Y • 8 U.S.Dank of Washington,National Aaaneiatinn - 3 1420 Fifth Avenue,11th(lour a< I Soule,Washington 98101-0720 Attn: Cathryn S.Schalkle y UCC 2 FIXTURE FILING )Count' Auditor) I.,r.,Jan w".e M.a,V,Yyn Y.rlla.wa/,„an oar on J arse o N.ere. n..,,w...arM kefeteeca 4(If applicable: • Dehterfe)(Assignor):(1)joutlle'a Den Coffey.Inc. (2) Add.on pp. • :'' Secured Pu.rty(Ica)(Maignoa):(I)U.S.Dank or Washington.Notional Meneinrine • (2) 't +;•: t Add.on papa Legal Description(ahhravialall:SSs Eshihit B .r Tr— Add.lags is on pape,j Assca,nr.Property Tax Parcel/Account N ,l'a blr. re o_.o : PLEASE TYPE FORM .I 1/3 H Thin FIXTURE FILMNO I.presented putstwtl to tl:e WASHINGTON UNIFORM COMMERCIAL CODE: • •••+• O ❑ LEASE•This filing is for informs/ional porpnee.only. Tha tern,.dehier and secured patty are to ha construed as . - LESSEE and LESSOR. • •f.•• 0 CONSIGNMENT•This fling I.for information l purpo.n.uniy. The term.detour and secured party are to he ^ construed as CONSIGNEE And CONSIGNOR. • ' 'tf•• I. DEBTOR'S)(or ruaipnedel) 2. FOR OFFICE USE ONLY i;,'• part runty Bret.and eddre..(r.) '7 • S • SKITTLE'S BEST COFFEE.INc. ,. 1321 Second Avenue.Suite 260 ' `'') 5u:tle,Wnelting:or.98101 'a . J. NUMBER OF ADDITIONAL SHEETS ATTACHED:9 (, ,ins' 4. SECURED PARTY(IFSI(or a.a nee. Inane nr.J address) S, '/ ' �•' K 1)1 ) ASSIGNGE(51 OF SECURED PAHTY(I1S1 pf npplirnhlr)(name and oddness cei U.S.BANK OF WASHINGTON. • :,mot ' NATIONAL ASSOCIATION • - :` 14:0 FifthAvenue ' Foot Olfce Bat 720 Senile.Washington 98111-07:0 L 795-1R872-792657H8R0 - y�ij.• 6. •This FIXTURE FILING:ours die fulluainp t)pcs or nem,of property: . © The voids ore to haoome fa(u,ea on. J,,. 0 The property le I n4er lauding on .. att. . 114 • i' ;�j • �. O •,• • • • •1 • `. _� i 0 The property is minerals or the like(including gas and oil)or accounts to be financed nt the wellhead or minehond of the well or mine located an...(Describe rod rarer,. Use legal description.) • I i. See Exhibits A and B touched hereto end incorporated herein by this reference.' t I • This FIXTURE FILING la to be filed for record In the red estate records. If the debtor doe.not hove an interest of •• •. record in the retry,the name of a record owner le Rmmdur Co..re Wn.hlMyron corporation ® Products of collateral ere also covered. • • 7. RETURN ACKNOWLEDGEMENT COPY TO: PILE FOR RECORD WITll COUNTY AUDITOR OF • COUNTY IN WIIICII REAL PROPERTY IS LOCATED I • U.S.BANK OP WASHINGTON. t NATIONAL ASSOCIATION KING COUNTY i . 21 Attn: Cathryn S.Schnikle • 1420 Fifth Avenue Poet Office Box 720 j • Seattle,Washington 95111-0720 I{ store 037 4 8. Thin statement le signal by the Second I'Vty(iea)instead of the . Deblor(s)to perfect interest in collateral. + (Phase check appropriate box.) Complete fully if hoe(d)is checked. I • ' (a)❑jurea iey subject to a um bra intact in thin Complete es applicable for(eh,(h),end(c): • r4 juriedicrinn when it eta brought into this store,nr when Cr the debtor's location was changed to this stow.or Original recording numher t 11 ^ • J (h)❑which is proceeds of rho original collmerel deverthed . Ahoy in which a security tetereal we,perfected.or Filing office where filed • • '''tic 0 (c)❑net to which filing loped.or • - Firmer mount of dehtnr(s) (d)❑acquired niter the change of name.identity.to corpmere .7ueture of the Jelling.). f 9. USE IF APPLICABLE SFATTLIi•.S ST COFFEE,JNC. 1/, Ra_r_so w_n.VIg.Q{nr..nsru,N.s I.A.t.,047.'W TYPE NAMEtSLIt OF DESTOR15t I+...v ml TYPE NAMEk51 OF EECCURED PARTYIIFSI b...'....40 1 ,SIGNATUREIS)OF'DL)ITORISI iv."o..t.l Cathryn S.Ss .:kl..Vice President •tea`.. 10.TERMINATION STATEMENT:Th.SECURED PARTY)IISt certifies that the SECURED PARTYi)FJI no b'nf e rcteimsa security interest under the FIXTURE FILING bearing tin mongol inserter Owen.bows. . • •.iF NAME — DATE _ .iReturn to: Cuvnry Auditor of County where . 4... original filmglrxur4ing wee med.. SIGNATURE •.f WASrnNGTCH UCC 2/ixlUrd VIM. . n,wete ID0/A AIH1no(D ran Mt VI WASttOitrUN 5tA1f • t' ' • r a:s3 • • • • - . • • 0 " • 1 - - ` - - ,t. • \ • • EXHIBIT A • • To UCC-2 Fixture Filing 7 1 • '• Debtor: SEATTLE'S BEST COFFEE,INC, All of Debtor's right, title,and interest in and to the following property • wherever located, whether real, personal or mixed,tangible or intangible,now owned or hereafter acquired,and all products,profits, rents,and proceeds of the foregoing: . "Accounts"which means any right to payment for goods sold or leased or for services rendered that is not evidenced by an Instrument or Chattel Paper,whether or not it has been earned by performance. "Chattel Paper"which means all interest of Debtor in writings that evidence both a monetary obligation and a security interest in or a lease of specific goods, including { any group of writings consisting of both a security agreement or a lease and an Instrument or 1 • series of Instruments. i, "Deposit Account"which means a demand,time,savings,passbook,or like ' account maintained with a bank,savings and loan association,credit union, or like ' organization, other than an account evidenced by a certificate of deposit. • ';:t. ct • p • "Document" which means all of Debtor's right, title, and interest in or to any • .,o...: � document of title as defined in RCW 62A.1-201 and any receipt of the kind described in l4 RCW 62A.7-201(2). CD ,'i• i` "Equipment" which means all of Debtor's right,title,and interest in and to ;' ti, -• C Goods that are used cr bought for use primarily in business and that arc not included within the definition of Inventory, including but not limited to all machinery,equipment, furnishings, fixtures, vehicles, tools, supplies,and other equipment of any kind and nature ' and all additions,substitutions, and replacements of any of the foregoing,together with all ' .:e attachments, components,parts,accessories, improvements,upgrades,and accessories installed thereon or affixed thereto. t •.' "financial Assets" which means all of Debtor's right, title,and interest in and • to any financial asset as defined in RCW 62A.8-102. • • "General Intangibles" which means all personal property (including things in , action)other than Goods, Accounts, Chattel Paper,Documents, Instruments, Financial iY; y - 1 - W1797,=501316 T . 1.;,4: I; 7. • • 6 • • • II • • • - 1 t Assets,Investment Property, and money,including but not limited to all Trademarks, insurance proceeds,patent rights,copyrights,trade names, trade secrets, goodwill, registration,license rights, licenses, permits,corporate and other business records, rights to I l refunds or indemnification,and all other intangible personal property of Debtor of every kind ' and nature. "Goods"which means all things that arc movable or that are fixtures,not including money, Documents,Financial Assets,Instruments, Investment Property,Accounts, . Chattel Paper,or General Intangibles. ;�, "Instrument"which means any negotiable instrument or other writing that evidences a right to the payment of money and is not itself a security agreement or lease and is of a type that is in the ordinary course of business transferred by delivery with any •• necessary endorsement or assignment. • "Inventory" which means all Goods held by Debtor for sale or lease, furnished or to be furnished by Debtor under any contract of service, or held by Debtor as raw r� materials,work in progress, or materials used or consumed in Debtor's business, • G "Investment Property" which means all of Debtor's right, title,and interest in and to any investment property us defined in RCW 62A.9-115. i . l/J "Trademark" which means(a)any trademark, trade name, corporate name, I --- C) company name,business name, fictitious business name, trade style,service mark, logo or other source or business identifier,and the goodwill associated therewith,now existing or • hereafter adapted or acquired,any registration or recording thereof,and any application in . � connection therewith, whether in the United Slates Patent and Trademark Office or in any similar office or agency of the United States or of any state thereof,or any other country or any political subdivision thereof,or otherwise,and(b)all renewals thereof. • "Vehicles" which means any car,truck,trailer,construction or earth-moving equipment,or other vehicle covered by a certificate of title of any state, including but not • limited to any tires or other appurtenances to any of the foregoing. ' --,;•.;:, I . • L1. • z.. • -2- a17P/171us:in . • cam• ., 1,J. • . . • • ...• • • • • • • • • • • - I • • • \ • • • • • • • •• • • •• • • -• • EX:HLBIT B • • To UCC-2 Fixture Filing .• (Legal Description) • •:.• •:. 7%. • • • t• ••• g-i N C) .• • •••• •;;'. ..• • • • • 9 ' e Tel • -3 - G41791/7LSOM • • If • '17? ' . •-•._• • a- • . • . • -; • : • • . .•• . - - . • �, Q :• . •• • e , • • \ , i Exhibit B to Fixture Filing :: 1., 1 i . Record Owner: ROUNDUP CO., a Washington corporation • ' Ill • Oescripr_ian: • PARCEL A: THAT PORTION OF HENRY H. TOBIN DONATION LAND CLAIM NUMBER 37, AND OF GOVERNMENT LOT 13 IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 ' EAST W.M., AND OF TRACTS 1, 2 AND 4 OF SUPPLEMENTAL MAP OF RENTON SHORE LANDS, DESCRIBED AS FOLLOWS: 111 BEGINNING AT THE INTERSECTION OF THE WESTERLY PRODUCTION OF THE • L` CENTERLINE OF THIRD AVENUE, IN THE CITY OF RENTON, WITH ` CENTERLINE OF PRIMARY STATE HIGHWAY NUMBER 5, WHICH POINT IS ALSO d' DESCRIBED BY. THE COORDINATES X EQUALS 1,658,127.77 AND Y EQUALS 170,126.72, ACCORDING TO THE LAMBERT PLANE PROJECTION FOR THE 9 . STATE OF WASHINGTON, NORTH ZONE, THE MERIDIAN OF WHICH PROJECTION IS USED HEREIN; THENCE SOUTH 08°40'50" EAST, ALONG THE CENTERLINE OF SAID THIRD a E . A AVENUE 234.05 FEET TO AN INTERSECTION WITH THE CENTERLINE OF G� COU::TY ROAD NUMBER 80 (ALSO KNOWN AS THIRD AVENUE EXTENSION) DEEDED TO KING COUNTY UNDER RECORDING NO. 013638; ! . ij . ;. Legal Description Continued • ( 1,i ... 1:., 0 •yf. ;i .tf I f,t • ----�, gi. ' • • • • . c • • • • • ' \ • • • • • THENCE SOUTH 77°25'10" WEST ALONG THE CENTERLINE OF SAID COUNTY ROAD NUMBER B0, 413.28 FEET; THENCE SOUTH 12°34'50" EAST, AT RIGHT ANGLES TO SAID CENTERLINE OF COUNTY ROAD NO. 80, 30.00 FEET TO A POINT ON THE SOUTHERLY MARGIN OF SAID COUNTY ROAD NO. 80 AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 12°34'50" EAST 199.49 FEET TO AN INTERSECTION WITH-A LINE WHICH IS PARALLEL TO AND 191.22 FEET WESTERLY OF, MEASURED AT RIGHT ANGLES, THE WESTERLY MARGIN OF SAID PRIMARY STATE HIGHWAY NO. 5; . ' THENCE SOUTH 19°57'20" EAST, ALONG SAID PARALLEL LINE, 243.67 FEET; THENCE SOUTH 59°31'38" WEST, AT RIGHT ANGLES TO THE CITY OF SEATTLE POWER TRANSMISSION LINE EASEMENT RECORDED UNDER RECORDING • NOS. 3664559 AND 3429774, 805.04 FEET TO THE EASTERLY LINE OF TRACT 4 OF STATE OF WASHINGTON COMMISSIONER OF PUBLIC LANDS SUPPLEMENTAL MAP OF RENTON SHORE LANDS; THENCE CONTINUING SOUTH 59°31'30" WEST 10 FEET, MORE OR LESS, TO THE WESTERLY LINE OF TRACT 4 OF SUPPLEMENTAL MAP OF RENTON SHORE LANDS: • THENCE NORTHERLY ALONG SAID WESTERLY LINE TO THE MOST NORTHERLY CORNER OF SAID TRACT 4, AND WHICH CORNER ALSO LIES ON THE • f) EASTERLY MARGIN OF A STREET 60 FEET IN WIDTH AS PLATTED IN SAID ri SUPPLEMENTAL MAP OF RENTON SHORE LANDS; In THENCE NORTHERLY, ALONG SAID EASTERLY MARGIN OF SAID STREET, BEING AN ARC OF A CURVE, THE CENTER OF WHICH BEARS NORTH 67°53'38" EAST, 329.84 FEET, AN ARC DISTANCE OF 70.52 FEET TO THE HOST SOUTHERLY CORNER OF TRACT 2 OF SAID SUPPLEMENTAL MAP OF RENTON SHORE LANDS; •;[.', THENCE NORTHERLY ALONG THE' WESTERLY LINE OF TRACT 2 OF SAID RENTON SHORE LANDS 272.47 FEET, MORE OR LESS, TO THE MOST SOUTHERLY POINT OF A STRIP OF LAND DEEDED TO THE CITY'OF RENTON BY DEED RECORDED UNDER RECORDING NO. 5208793; THENCE NORTHEASTERLY ALONG THE SOUTHEASTERLY LINE OF SAID STRIP FOLLOWING A CURVE TO THE RIGHT, THE RADIAL CENTER OF WHICH BEARS SOUTH 52'31'32" EAST 329.04 FEET, AN ARC DISTANCE OF 206.14 FEET • TO A POINT OF REVERSE CURVE; THENCE NORTHERLY ALONG AN ARC OF A CURVE, THE CENTER OF WHICH �.4 DEARS NORTH 16°43'07" WEST, 100.00 FEET, AN ARC DISTANCE OF :45.30 FEET TO A POINT OF TANGENCY; THENCE NORTH 09°58'22" WEST, TO THE SOUTHERLY LINE OF PRIMARY ;:�:• STATE HIGHWAY NO. 2: THENCE NORTHEASTERLY AND EASTERLY ALONG SAID SOUTHERLY LINE TO A FDINT WHICH BEARS NORTH 77°25'10" EAST FROM THE TRUE POINT OF .:'':,INNING; ' THENCE SOUTH 77°25'10" WEST TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION LYING WITHIN STRIP OF LAND CONVEYED TO THE .-TY OF RENTON FOR THIRD AVENUE BY DEED RECORDED UNDER RECORDING • •4• 4 w. • • • • u, _<:7iiSti,7�4�1i1,.d:✓ ! ^i!1'.. . t ..r...w�i�iiirT6w�m,k.�t�....J -.a.. _. ___... _.. • • • • • . ® • • • \ , • • •• PARCEL B: • _l THAT PORTION OF HENRY H. TOBIN DONATION LAND CLAIM NO. 37 AND OF GOVERNMENT LOTS 13 AND 16, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 ' EAST W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: S'• BEGINNING AT THE INTERSECTION OF THE WESTERLY PRODUCTION OF THE CENTER LINE OF THIRD AVENUE, IN THE CITY OF RENTON, WITH THE CENTER LINE OF PRIMARY STATE HIGHWAY NO. 5, WHICH POINT IS ALSO . `; DESCRIBED BY THE COORDINATES X EQUALS 1,658,127.77 AND Y EQUALS 178,126.72 ACCORDING TO THE LAMBERT PLANE PROJECTION FOR THE . STATE OF WASHINGTON, NORTH ZONE, THE MERIDIAN OF WHICH PROJECTION • IS USED HEREIN; THENCE SOUTH 88°40'50" EAST, ALONG THE CENTER LINE OF SAID THIRD • AVENUE 234.05 FEET TO AN INTERSECTION WITH THE CENTER LINE OF COUNTY ROAD NO. 80 (ALSO KNOWN AS THIRD AVENUE EXTENSION) DEEDED TO KING COUNTY UNDER RECORDING NO. 813683; THENCE SOUTH 77°25'10" WEST ALONG THE CENTER LINE OF SAID COUNTY ... Y• ROAD NO. 80, 413.28 FEET; THENCE SOUTH 12°34'50" EAST, AT RIGHT ANGLES TO•SAID CENTER LINE P' COUNTY ROAD NO. 80, 229.49 FEET TO AN INTERSECTION WITH A LINE . e4 WHICH IS PARALLEL TO AND 191.22 FEET WESTERLY OF, MEASURED AT • d' RIGHT ANGLES, THE WESTERLY MARGIN OF SAID PRIMARY STATE HIGHWAY • G NO. 5; `•• 1.17 THENCE SOUTH 19°57'20" EAST, ALONG SAID PARALLEL LINE 526.25 FEET "`''• 0 TO THE TRUE POINT OF BEGINNING; *;i Q THENCE CONTINUING SOUTH 19°57'20" EAST, 398.55 FEET; `* (. THENCE NORTH 70°02'40" EAST AT RIGHT ANGLES TO SAID PRIMARY STATE i; "") HIGHWAY NO. 5, A DISTANCE OF 191.22 FEET TO THE WESTERLY MARGIN ; : OF SAID PRIMARY STATE HIGHWAY NO. 5; • .z:> THENCE SOUTH 19°57'20" EAST, ALONG SAID WESTERLY MARGIN, 163.12 FEET TO THE NORTHERLY LINE OF A TRACT OF LAND DEEDED TO CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY COMPANY BY DEED RECORDED UNDER RECORDING NO. 2354680; • THENCE NORTH 83°24'59" WEST, ALONG SAID NORTHERLY LINE 921.24 FEET; THENCE NORTH 59°31'30" EAST, AT RIGHT ANGLES TO THE CITY OF ; S SEATTLE POWER TRANSMISSION LINE EASEMENT RECORDED UNDER RECORDING NOS. 3664559 AND 3429774, 162.58 FEET; THENCE NORTH 30°28'22" WEST, PARALLEL TO SAID POWER LINE 41. EASEMENT, 32.00 FEET; THENCE NORTH 59°31'38" EAST, 407.14 FEET TO THE TRUE POINT OF - BEGINNING; • !;:'` EXCEPT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR •".1. WIDENING OF SAID PRIMARY STATE HIGHWAY NO. 5 DV DEED RECORDED . X.,; UNDER RECORDING NO. 5109066. • �'.r,l . : 5 w ;l[ 1 Vd7.1:;:+M.•.....I�i .N.... f ♦ r .;.J.20nii�rdtlia4i,Fiivi. i. r■ - _�..___...•-• e • • • t • • • • i. ;, PARCEL C: . r. THAT PORTION OF HENRY H. TOBIN DONATION LAND CLAIM NO. 37 AND OF • GOVERNMENT LOTS 13 AND 16, SECTION 1B, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: `! BEGINNING AT THE INTERSECTION OF THE WESTERLY PRODUCTION OF THE • CENTER LINE OF THIRD AVENUE, IN THE CITY OF RENTON, WITH THE CENTER LINE OF PRIMARY STATE HIGHWAY NO. 5, WHICH POINT IS ALSO DESCRIBED BY THE X EQUALS 1,658,127.77 AND Y EQUALS 178,126.72 ACCORDING TO THE LAMBERT PLANE PROJECTION FOR THE STATE OF WASHINGTON, NORTH ZONE, THE MERIDIAN OF WHICH PROJECTION IS USED . • HEREIN; • 4: THENCE SOUTH 08°40'50" EAST, ALONG THE CENTER LINE OF SAID THIRD • L. AVENUE 234,05 FEET TO AN INTERSECTION WITH THE CENTER LINE OF ' COUNTY ROAD NO. 80 (ALSO KNOWN AS THIRD AVENUE EXTENSION) DEEDED TO KING COUNTY UNDER RECORDING NO. 813683; • • [s" THENCE SOUTH 77°25'10" WEST ALONG THE CENTER LINE OF SAID COUNTY j;' 'A ROAD NO. 80, 413.28 FEET; • ;.; O THENCE SOUTH 12°34'50" EAST, AT RIGHT ANGLES TO SAID CENTER LINE • 1.0 OF COUNTY ROAD NO. 80, 229.49 FEET TO AN INTERSECTION WITH A LINE • v"1 WHICH IS PARALLEL TO AND 191.22 FEET WESTERLY OF, MEASURED AT • RIGHT ANGLES, THE WESTERLY MARGIN OF SAID PRIMARY STATE HIGHWAY . p NO. 5; "' [. THENCE SOUTH 19°57'20" EAST, ALONG SAID PARALLEL LINE, 243.67 •r; ;,, CI FEET TO THE TRUE, POINT OF BEGINNING; THENCE COtTTINUING SOUTH 19°S7'20" EAST, 202.58 'FEET; °'t THENCE SOUTH 59°31'30" WEST AT RIGHT ANGLES TO THE CITY OF ; SEATTLE POWER TRANSMISSION LINE EASEMENT, RECORDED UNDER j� RECORDING NOS. 3G64559 AND 3429714, 487.14 FEET; ;.'l THENCE SOUTH 30°28'22" EAST, PARALLEL TO SAID POWER LINE ' • EASEMENT, 32.00 FEET; . :;? THENCE SOUTH 59°31.3U" WEST, 162.58 FEET TO THE NORTHERLY LINE OF S A TRACT OF LAND DEEDED TO CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY COMPANY BY DEED RECORDED UNDER RECORDING NO. 3254680; . "�! THENCE NORTH 83°24.59" WEST ALONG SAID NORTHERLY LINE, 139.95 FEET TO AN ANGLE POINT IN THE EASTERLY LINE OF TRACT 4 OF STATE ^ � OF WASHINGTON COtfS1ISSIONER OF PUBLIC LANDS SUPPLEMENTAL MAP OF RENTON SHORE LANDS; THENCE NORTH 30°02'37" WEST ALONG THE EASTERLY LINE OF SAID TRACT 4, 163.33 FEET TO AN ANGLE POINT IN SAID EASTERLY LINE; t'% THENCE NORTH 24°18'5B" WEST, ALONG THE EASTERLY LINE OF SAID • TRACT 4, u2.53 FEET; THENCE NORTH 59°31'39" EAST 005.04 FEET TO THE TRUE POItTT OF BEGINNING; TOGETHER WITH THAT PORTION OF TRACT 4 OF THE SUPPLEMENTAL MAP OF i;. RENTON SHORE LANDS ADJOINING AND LYING BETWEEN THE WESTERLY ;..: 9 •,: PRODUCTION OF THE SOUTHERLY AND NORTHWESTERLY LINES OF SAID = •, `'t PREMISES. ki3 6 • t '1>. t .: :,,,I, • SV a, I.4 . s : • - • r.V?•rcr.,.;'1V4G . • • i PARCEL D: r. ALL THOSE PORTIONS OF GOVERNMENT LOTS 13 AND 1G, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., IN KING COUNTY, WASHINGTON; . AND OF TRACT 4 OF SUPPLEMENT MAP OF RENTON SHORE LANDS, LYING • NORTHERLY OF THE NORTHERLY BOUNDARY LINE OF THE RIGHT-OF-WAY OF THE PACIFIC COAST RAILROAD COMPANY, LYING.WESTERLY OF THE WEST LINE OF SHATTUCK STREET OF St4ITHERS FIFTH ADDITION TO THE TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 16 OF . PLATS, PAGE 33, IN KING COUNTY, WASHINGTON, AND SOUTHERLY OF A LINE,' DESCRIBED AS FOLLOWS: ; BEGINNING AT A POINT IN THE WEST LINE OF SHATTUCK STREET IN SAID SMITHERS FIFTH ADDITION TO THE TOWN OF RENTON, DISTANT 25 FEET i , • NORTHERLY MEASURED AT RIGHT ANGLES, FROM THE NORTHERLY BOUNDARY LINE OF THE RIGHT-OF-WAY OF THE PACIFIC COAST RAILROAD COMPANY; • AND RUNNING THENCE WESTERLY PARALLEL TO SAID BOUNDARY LINE, A • i,:y ,4 DISTANCE OF 425.00 FEET; • THENCE WESTERLY ALONG A STRAIGHT LINE, A DISTANCE OF 710 FEET, CJ MORE OR LESS, TO A POINT IN THE WEST LINE OF SAID GOVERNMENT LOT U7 16, DISTANT 265 FEET NORTHERLY, MEASURED ALONG SAID WEST LINE • • •. ,-1 FROM THE NORTHERLY BOUNDARY OF SAID RIGHT-OF-WAY; I/ THENCE CONTINUING WESTERLY ALONG LAST MENTIONED COURSE, A '•! DISTANCE OF 415 FEET, MORE OR LESS, TO THE WESTERLY LINE OF SAID `w' {3 TRACT 4; 5+ v7 EXCEPT THAT PORTION THEREOF LYING EAST OF THE WESTERLY LINE OF ;i. STATE HIGHWAY NO. 5. .Pf _. PARCEL, E: ,' • j" THAT PORTION OF HENRY H. TOBIN DONATION LAND .CLAIM NO. 37, AND OF "'' GOVERNMENT LOT 1G, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: •;f BEGINNING AT A POINT WHICH IS THE INTERSECTION OF THE CENTER • • ::- LINES OF THIRD AVENUE, IN THE CITY OF RENTON, PRODUCED WESTERLY, !•'_ AND STATE HIGHWAY NO. 5; I .G: RUNNING THENCE SOUTH 19°56'20" EAST 480.18 FEET; THENCE SOUTH 77°25'10" WEST 30.25 FEET TO THE WESTERLY MARGIN OF • STATE HIGHWAY NO. 5 AND THE TRUE POINT OF BEGINNING; • ' .iti� THENCE AT RIGHT ANGLES TO SAID HIGHWAY SOUTH 70°03'40," WEST `" 191.31 FEET; - '_j THENCE AT RIGHT ANGLES AND PARALLEL TO SAID STATE HIGHWAY SOUTH 19°54'20" EAST 320 FEET; j • THENCE AT RIGHT ANGLES NORTH 70°0J'40" EAST 191.31 FEET TO THE f.. WESTERLY MARGIN OF STATE HIGHWAY NO. S; 0 'THENCE NORTH 19°56'20" WEST ALONG SAID WESTERLY MARGIN 320 FEET Fi TO THE TRUE POINT OF BEGINNING; 1:% EXCEPT PORTINN THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT • �l CAUSE NO. 5476;7 FOR PRIMARY STATE i(IGI(WAY NO. 5, BLACK RIVER TO Siii • ;r; 5_ 1 , , , . SvioctEr_.c�cr",o- . ... ' __-_-___...___-__.,_.___-...._•..--._":�...:a�.... . o • e - . \ 1 • PARCEL F: THAT PORTION OF THE HENRY H. TOBIN DONATION LAND CLAIM NO. 37, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST W,M. , IN KING COUNTY, {1 WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHICH IS THE INTERSECTION OF THE CENTERLINE OF THIRD AVENUE-IN THE CITY OF RENTON, PRODUCED WESTERLY, AND STATE HIGHWAY NO. 5; ' 1 ' THENCE SOUTH 19°56'20" EAST 388.18 FEET;' THENCE SOUTH 77°25'10" WEST 30.25 FEET TO THE WESTERLY MARGIN OF STATE HIGHWAY NO. .5 AND THE TRUE POINT OF BEGINNING; THENCE AT RIGHT ANGLES TO SAID HIGHWAY SOUTH 70°03'40" WEST 150 ,• , FEET; THENCE PARALLEL TO SAID STATE HIGHWAY SOUTH 19°56'20" EAST 100 . FEET; THENCE NORTH 70°03'40" EAST 150 FEET TO THE WESTERLY MARGIN OF . STATE HIGHWAY NO. 5; j. THENCE ALONG THE SAME, NORTH 19°56'20" WEST 100 FEET TO- THE TRUE .4 POINT OF BEGINNING; d' EXCEPT ALL THAT PORTION OF THE ABOVE DESCRIPTION LYING • ;:;. O NORTHEASTERLY OF A LINE DRAWN PARALLEL WITH AND 45 FEET 1:7 SOUTHWESTERLY, WHEN MEASURED AT RIGHT ANGLES AND/OR RADIALLY, FROM THE CENTER LINE OF PRIMARY STATE HIGHWAY NO. 5, BLACK RIVER ' TO F.ARLINGTON. 1' PARCEL G: :;•, THAT PORTION OF GOVERNMENT LOT 11, SECTION 18, TOWNSHIP 23 NORTH, , RANGE 5 EAST W.M., IN KING COUNTY, WASHINGTON, AND OF HENRY H. ! TOBIN DONATION LAND CLAIM NO. 37 IN THE SOUTHWEST QUARTER OF SAID i SECTION 18, AND OF TRACTS 2 AND 3 AND THE STREET PLAITED THEREIN OF THE COMMISSIONER OF PUBLIC LAND SUPPLEMENTAL MAP OF RENTON SHORE LANDS, SAID STREET NOW VACATED BY ORDINANCE NO. 1849 OF CITY OF RENTON, DESCRIBED AS FOLLOWS: 1 BEGINNING AT THE MOST EASTERLY CORNER OF SAID TRACT 3 OF RENTON ' SHORE LANDS; THENCE SOUTHWESTERLY ALONG THE SOUTHERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 2. A DISTANCE OF 2.10 FEET TO THE TRUE POINT OF BEGINNING; _ `' THENCE EASTERLY AND SOUTHERLY ALONG AN ARC OF A CURVE TO THE 'i RIGHT HAVING A RADIUS OF 33.63 FEET, AN ARC DISTANCE OF 106.58 • 1 FEET TO A POINT OF TANGENCY; • THENCE SOUTH 59°31'38" WEST 08.92 FEET TO A POINT 13F TANGENCY; THENCE WESTERLY ALONG AN ARC OF A CURVE TO THE LEFT HAVING A r II C ,, RADIUS OF 309.84 FEET, AN ARC DISTANCE OF 150.04 FEET TO A POINT ON THE NORT}1'r;E.STER:,Y MARGIN OF THE STREETS PLATtED IN SAID MAP OF .l•• RENTON SHORE LANDS; 8 ' • • • • • • Al • . I ® THENCE SOUTHWESTERLY ALONG SAID NORTHWESTERLY MARGIN TO THE NORTH LINE PRODUCED EASTERLY OF THE SOUTH 550.92 FEET MEASURED i•• DIAGONALLY ALONG THE WESTERLY BOUNDARY WHICH IS THE EASTERLY ® MARGIN OF RAINIER BOULEVARD OF THAT PORTION OF GOVERNMENT LOTS 11 • AND 14 IN SAID SECTION 18 LYING EAST OF RAINIER BOULEVARD AND PRIMARY STATE HIGHWAY NO. 2, AND NORTH OF A LINE RUNNING DUE EAST FROM THE SOUTHEAST CORNER OF LOT 28, BLOCK 10, PLAT OF EARLINGTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 14' . . OF PLATS, PAGE 7, IN KING COUNTY, WASHINGTON; THENCE WEST ALONG SAID EASTERLY PRODUCTION AND ALONG SAID NORTH • LINE OF SAID 550.92 FEET TO THE EASTERLY MARGIN OF SAID RAINIER BOULEVARD; . THENCE NORTHERLY ALONG SAID EASTERLY MARGIN TO THE SOUTHERLY . MARGIN OF PRIMARY STATE HIGHWAY NO. 2; . THENCE EASTERLY ALONG SAID SOUTHERLY MARGIN TO THE TRUE POINT OF • BEGINNING. ALL SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. N n 1 . P•4 . .. . . 11) S • i 01 It l: • • • c•. -: — t., 9 i. i.' • M . - • •t >< ;.�:.� ;.: ._..._..320708th . . . . _ . .. _... _�.__.._ .. :. :1,�/,.. :,.. , . . • • ••�^ .- TRANSMISSION LINE EASk2(En: .... -- - • -- ' "•poR AND IN CONSITIER1TIOa of the am of Four Thousand lk,llars •' • _yam ( ;000,00)1. to hand paid. r•oeipt of which is hereby acknowledged. Iva, •cttA 0. NWTT - a widowa xy w u separate upo_ty ua in a _unalivlded,_,-T - i WS ..a - - -z• ---• I . wnk:!Ls-:R, as ezeuutor u!' the eatl.ts of , •ara•htll int•c•at; and T;EO. . • Ada_ThOrae;:deceased. ae Co an undividedlsne-half interost, have gra•ited, .) __., • bargained, and sold and by these presents do hereby grunt, barr.ain, sell, and convey unto. the UNITED STATES OP A1('�1ICA enA its nsslrns, a per-lanoat. • • ease•••-t and_r1;h:-4L-_Z^y-over,_Ilpon, updor, and acros` tro fol to Y1n. ; dese-ibed lend'ln.:tlie Cdunty of King, in tho Stk:e of Washington; to rite -- ---•-- • - • That portion of the followinr,-daseribod property-; b'• i`4- • • • ::. that part of Lot 9 in Secti9n 18 .lytag wosterly of Frl,aary �;• nod that art of the NSl of the SIT' of • .. ... . . . • State �Sghway :Io. 5, P , • Section 18 lying south and east of the .throad of the channel , • ot'8laok River, and that part of Lot lb of Section 18 lying* • West ofrtho wort line of Shattuck Stroet in•&withers. Fifth -�'--:' --• 1 • Addition to Ronton, with the excoption of that part of suid . • • • Lot 16 described as boginning at,a point on'the went line of • said Shattuck Stroet, which is 25-feet distant northerly from; , ". f, . . • riy'It of wny of the Pacific Coast Railroad Company;. thence. . n westerly, parallel•to sa1,d northerly line of said ritht of if ' • *ay, a,Sits tnrtce or 1i25.00 set; thonoo *sisterly, in etrui ht .. _ • _-- -' -'-line, a disyi:ace of 710 feet, aor•r or less, to a point in the _ ._ ' r -' west line o..sald• Lot 16, which is 265 foot northerly, aoasurod • • : _ :ng said^want-line,-frost the-nor- lino-lino-oi said tight f • • •- o':' rby;' thonoo south, .along the west line of said Lot 16,' to • ' • ; . • Railroad Company; thence. easterly, along said eouthorly line, - - - •• II: to a point which is 700.feet westerly, measured elope..quid,__ �• •-- Nit -- •. 1 f1I'>a:fr'Ci4 ha'-ere•itl se. .....f iei'd•'STaitacY'Stroa ,_ ... �, • ,L. - th3nee souE_tierly, 'at riSht-aaglee to said southerly line��- - •said'right of way, a diet,.no° of.50'feat; thence easterly;- ,• I -,erallel to•and 5O-feet-dt�;tant south•,r1 from, two southerly . 1. • _ dine of eeid right u: ..nj, tt.a we..t IL.e of eih.nv.c Gtreot; • 1 - • • thence north, +long the*west lino of said Shc-t'.c S:root. to ,• , • • • - -- -the•pot nt of-berilning,-al1•being'in-Town slip 23 .Noz:.t, :L 1,:;: ...:-._...-__. • l'. • • . - • 5 East of tho .Sills:setts Ycridtan, King County. Goal:Ington; • • - • •, 1 • whtdh lies wit'riio•a s:rip of land 250 foot in w_fit`:, -:.e�outs�r'• '•�,,`�' • -• . . . - -, arias of said strip lying 62..50 feet distant southxe:turf V `i . �! ` • - • from, anJ 137.50 feet distant northenstorly from, e.rd parallel + _. , '!' I .• , - .• I-, :--he-:.o"vington-Solt-tlo-trant�irs-ibr-1-ir..- :I'I: .' •• ' ..,: ss now lo_sted end staked on the grow-d -over, across-ard upon •�1 ! • sf� — -- - the nbovo oroporty, ss/d survey lino b.11ag pa�1cu'_r.rly dos- I _ cribed as Collons, — "= Beginning at. survey statimsl533+18.83, a point on the.south,: line o(' $oction 18, Townsieip 23 North, Range 5 East, W•M.,,s.id i point being N. 89° 17; 37• E. a,dietaace of 815.25 feet Crows the ;•� �' • I •CuefEnr eactlfln co'rnar on the ibUth line Of Said Section 13;..thenco - l;' '' .; !. I .01r-19-18a' 531-;i--e distance-of•19O.•55-foot to- eurvey=st'.aaion-rjj� • ` • - rg . a:• •- QQ;j9 back equals_53L+33-mind; thence_N._31° Ph' 113" li• 'a d/,�• • ' • ; - taco• of 3080.00 'feet to survey station_562490r001 theaov aj43° . • - ct �` 3 4.a3lotunc_o of 6. 2'toot to survey station. 6. 2,_•_ '.: 1! 229 3.. y &►t9 3.. •it : • •• • •'a'point on the west line of said Section 18, said point being_9. ' ;! -• . .• II u3 r• '_- =•.'-- 0° 02' 05" il. a dtstanc• of 771,26 feet from the northwest oornor •*said"Seotiori 18. c • i ,. • a �• ,•" n" ••t1i�' w:.�ir•.•,y. au..�..•IUI. mac u,.IVf • OOCI"".I.IUI. YOL•V•INI. •aaCY.1.IL. UYLY.1•t,.► J `' ..,•• fl• •!� I (PI• '�. to ;iI11•1.1Ntin• A fJ1i Y !:g %r�s 'g-Zr:t� - • :I. ; �. �.▪ .� •:i,,.�.- :• •;.i,1%.►••s.%1; -Weil,• • •11•.r•r�D,'. •.•ia•••..►. ..►.:i...•MP: '•:..(• iw:... • :•:Siff 7 - .,: •.I. WI • •1. "",''..:',......"•!.. 00cvouu► oou 4.•-• o°cc...luf o°ci.e•eu► oocYrf..uw Y cIP.2 1G•.']�:. ':, : ,. ..y•.r• faLi'.- - -,fv T� r.,r�a._. a.a..cil F"I r�tr! ,f-?� t I '. .Z • , •�� .i. •t f,l"!.`!- ✓11.1.% rei. . :111 . • ''•� :' Y'*.;I E� J•. A I. %. 1 , ,41 , •, 1 'tt i -y" -f:•. /J�.I.P. _ .l.►•. _ • !J ./i C. •w. •1^I • Y • _ . r•e,1 , •• • •G :•.ri� :JI. :I ..I: ...II •,1. J, ►•. •i ►' .it • :•11 •ia • 'I I: •4 aRC :• _ram--'? ..7 .:.......a.-_•c•••-•- :•i:•,. T. - = ; ;; • .i lI i • • • . .�r/,f,r ' r:a!•,k. - .�__.. '. ' ^;-,I. ---•---- ..;.._..r- ....-• • •.. - - -- ...,_ , .. . _. . - ...7-0 . ...... - 9i Ilr. • • —s ,,ri.: (, .!`•l:, •01,.1. 11.E �1.. E �y t • • • t .:• . _'r• _.scacss ......::r:.' .s 1 - • ��. ,. liv.•1^• .a �`f ■`b ,•-. •'i' :•s.-- • •--- = Iyit! as �ri_ �•�! •.. •.•_•. -• .,�1_ .j+_ ,c.. :.�...!; . P J• c�•af+r,.. �,er,�'_ . •• •• • +.:.OT?O•.YI LSZt•end AM A I/ su i;n eJ K� - 4 , ..�. ,•E ,, ...cam .•lessees uhder. d 1,_ r'.. r-. • 2eaae;-rho. ass now and at,•the time of e,;eoutioa'of vaidasaae,-� _ - bead•-aad7 -jcif`ialuahle ooneideration fray the a forementtoaed;•', • '` • graatore,.breby_aa kaowledged, join in this instrument few taaha- _ .° • wrzw e_*�haff nn+l-a-^�-•.a nl1"2IIterb•t _ au Win_- - .. ••_ maid premises to the easement heroin granted to the UNITED -:_--_�I A�lmQ.art.not•entffing into or beocmi -- or manner to warrantyag'Partlia'.�fir.dears, •contained herein. . • • • • The aforesaid eass3ent�_end.r.r ht-of..ra� the-to w y le-for•the- __ - _ -poae•A name is .the perpetual right enter and to •rem p��•. • M P P o,•matataln . - . • repair, rebuild, operate; and.-patrol.ono or more eleotrlo' 'x r ' —._-_ . mission I�lss, mad ens o?•..note telephone and/or telegraph limes, iaelgd_1ag the-right to _ erect such poles and other.traassi sioa'liai struetiss, • wires, cables, and the appurtenanoes naooeeary th.a too the further . ., . • right to'clear said right-of-Way and keep the same clear brush;-tinber,infl unable.e true tures, and fire.hasardsi and th_e-ribht_:to_roov. -clinger- . _-. ----trees, if.any, located beyond the'limite of said right-of . ' . c'�7`�` TO HAVE AND TO HOLD the laid easement and•.right-of-way.unto•thy". •• - OD STATES OF ASCAICA and its .eeigne, forever.. _ ^ " �,',' ;( thump It is •ftu thew under•to.. r•.. a.a t • I.. paysen of such purchase prioe is accap!'.07ai--N11:•bmpensation for •all. ' _ •damages incidental to the exercise of aay'of the rights above described. • - i`'- • - -ter' ' I, ELL.A D. SMITaRS, join in the exeoutiorr of this instilment for- • - the purpose of conveying my interest in and. to the•above-desoribod✓prap... - 1 __ • orty;_and ooveaaat with.the-IINITEH 9YRJr$-OF'7C+�ItTt' t I- ea1..:vH, • �s-�¢a td yoaseaaea of tFie lands ►foresaid; have a good end lawiLl Tight. : and powir4 to sell•and convey the seise;.the t the same are free and clear •' '' 1 : of. all eaou3brances, ezo4pt ea .heva hh+ _e,d of. ne i that.I..ill r"•o.eger ---- -... .--- delead.-th�� tie-to-and-the!quiet'po a se Aaron orthe acore- _ ceid easement against the Lawful alaiaa of awl.persons rhonsoever.._exeept."L_�- - - • as-to-that:pprt-of-the aforesaid easement lying yithin the ha4'af Bleak • , _ - -Ri'iot.-that...as_to:said-portion, -I•will 'Warrant,and defend against,the __ - . 'lawful olai_ne of ell.porsana claiming through, by or.under me.- Dated this c /a d- day of J • - Ella D:•Shithera _ `- "".- - • ieo. C. • eoler;•ez•eutor 'of the <`. •1�� �, — _ eateto of Ada ih4rAe...d2ae.�44_ - / ii �� 9/,. (9P.AL�F' o�'- • o • e son . .,._s,•,s;: .ram•= _._.. -- .— —._= �_ _ ' — 1 U % �s.n ZALj Nielsen _ • - . 10;•-•-r.... .-* . . .• • .• . • i «r> — _ .. - • '` .•• 7 ., • ywN� �rI- • ,..-'i .. _ • ti;; � •• ' te .. . A • a t • � c . ..• —_ . • • ' • . 7. 'Ali ' -- •.• . . . . . .. .. ." • , • •. .• , " • • ' • • : "..' . . . . . . . . . • .. . , . . • . ' . ' • . • IT :. .• : * . __. -• ' . , . . . -•. • . --J . • - f.E.t,, „...i........',X7:'N --*. . . ; .s...... - ..• •• . • • • .. " l At , . „ • . 4.9t4 ''• . • VOL2014..PAGE.- ....• 24 . •',.•k.-• . • ,.-i‘:-.:..,1-0.11,4,,....n.,„••• •• •• dit • . . • . ._ . • IIP • •--. .4e. • , . •. .4:::!•,1)::,,,,,,,...it.....• • ;....:, ••• ..4-....••.•••;:41......,..• •• • IP . ., - -• . ••• - • ••..:•••,-. . .. ,,,..,...),,-;• ••••m"-.4.• ..• •. .• -••'. •'......:-....-,•••.••.. . . . . . . . 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' Zffff-77'. • , . /-, . .. • • • • .• . . . . •• _ ii------„ . ..........,....,..•. • • ••..On the3/O-L•aay-of& ' , 1941, personally Ame before me, :•••--•-,-.7 ' • .••• - -" :" ----•---' ' a notary Public in and for said County and State,. the within•-nared ELLA D. •• . .• ••• - • • • '•• `SlalliSRS, to me personally known to be the identical person described. in , '• . •-• ' ,. • . . . • . •' '' .; • . 'and who executed the within •..n.i_fore•-oAni: instrument and ac.'•rnowledd . • . ...---,-.. • ,,_. .ELI.13,at the executeTh—to same. a§_to- ...L_fr.cLi_ana_vol...tmiary act am.1 deed', for , . _,_';,•,-,•...,..4. . . • • r . . • • .L.. .. •..,,the uses and pqrposes.:;:noro in,meii,:i?r.171.. .__.,_ . . . . . .. . . . . . . .. •• ... ,_. ., • '• , . , . . . ., . , ....r.,.. , . . . •• • - • • • ,'• . i • G/1CN under my hari•I • •an i.0":'i ci al seal •:1,,- 'duy ,•nd year last abo-re. .. • lud- •. . ,. ._ .written: . ... • ... , •. ...• twee, ...• '• . . . _ .. . - • . .6 •. . . . • •'''. %%%%%%%%%%%% ' „ ' ' , . . ,. • • , ' ( Imber,"; . --.2: ,9A/R)".t._• • ,- r' . • •.3' •: • •• • - • - • -- • - -.------ -•••• •-•:•rs7C;;%%::L.,•'• • - • . .:,,,..,,..,•,.., .. .e.....,?!,. • • • .. No tary Fublic in and for the• . • • ' a----i-•''''. .. •-• '.• s(-1,...."-ai). • • , .,,. , : • ...... • • s•i.,te of :...i:.1:••••••:.on • . •• • • • .• % .:.' V,1.1.10 ..: .1 . . . • . •. •. Fesidine at S.!.ttle • 7 . .',.:.'.., . ' ' ...1..." -.... V....Z.':: • • . • • - •• - • •.. ••.•. •. r.,... o,, , I'.' ‘•)."- . 1 / , .. .• .-.• • s• - %%%%:..•• ,-, - . My eou•-•iission txplres r •,,,.'1.c.•••""• •• 'f• i'14"' • : • ' ' • . 7:• ' '• • ..: . , ._ _ • _ . . ..... .•• . . . . , . • ';. . _ . • :ed. . --:•-••• ' . _ , .. . • . .,.. . • . - • -.. . . • • • _ . • • • .. - • . • " . • •- . • .,. ' . ... • .... . . . . • ---.-- 1-.• .• • . . . • -• _ •• . •• cap-. . - • - . .• . . • • • ., e•-• • . . • • • right. ' • .____ . • _. '....., .•...• ._ . . . • ' •• .1 •, S'Ara OF • i 1 •I 4•- ' ri) ' . . . - • • • - . • . . . ) 93: • - P.2_-;_..— :'• . ., i..4..-,". •:' _ • • • coept..-:1 ..__.: — "-''' • +Alt •. • . ' ". • •- - la • - •• • . . ?I , . t... -4-..L:,‘•7Gr?•"--"-::-:.: -..- .--2. • ii • • a nottary publii: in a:4 for 531 i _L.-: ' '---. - - • •i:•..'' -• ----County end•S•ateT do 11,1reby-cel•tify that on r:.i.c • day of"1 .e/..• 0 g-- • . • r •- • 1914; per sorral ly adpe ere,i befc r•: :::o Sc:J. ,.. a.f.7.:1•.1..:,n, as-4....u.mamt:ti:ife-.-thewa•••:• ---rz--••,•••••r••..••• • .•:s'•! •••:•:;-::•"--;,' _' -•:...•-•:..:_.::•.' , • • .:. , ; . ', estate Of Ads Thorne, dczeasol, t, ••le ,.not,:t to 1.,.., %h.? in.::-.-idual.'und • . . . ' • . ; i.; ..,, ' '• • --al. ' ' . •. •. , • • extcuior (occriberi in 1.1-1 wito exc:-.1.t...1 the i.ithl:_ ir.s,.rurs,:r.s.'as such . --.. .77-.-- .., ' I . • • , .-executor, and at"...::.)sle.:,•ed -.Lit';'11.: si.-r.en -1..., St.:7,1 as'nis free c.nd•vol- '•_ . • • . - . untary act and. du•-•-1 a• -c1,1 -t•.•••1-,- ^••••- .7."-•• .1-0 s um i•pu-;_•,.s.e.s_..1"inre 1•••.__._____ " "••••• •••••."14 •'- . . . mentioned. - ::..., .-., .. 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':- '.'611.1.-*If...;.0i.i Oil trtitti'Port n. b.Oregon, pursue:zit to Title . ... f.1" .: -••'../.5.;."- . ..,...-.- I; ..•-alai-i•;::: • • . ........, ..... ....-. .,-,.....:•=i-A."-Ar',.. ••' ,.21‘,=:.."-,..." . , .• .. • • • :•,T.g.•"•2.1t•-r;•:!..;." - ••-•-• 167'illiiitiZtates•'Code• Section:. (•)„:for.and I n cons ideri. .......l..... •••.: •...........,;;Iart- .1 :•:'....'-.4....•. -,:.1.--Lep.1--issit:T•p. • :.),-2.1:- •-• • • • . • • • • • • • . • . . .. . ..;:,.% ......-:,-,...!--_-...7.1,1-44..C;-:.. -..........:Hw,,-,,.....,-,.....•-•-, •Thousand • • •• t.•11r,,i ! .:...-,.'t,.: 0-x,•••,C..; .• •t.±r/A-.7.'-'.:-.-• • -I.* •...... 'tion".of One.Ittindred. Fourteen , . _. . • Dollars Eight Sundry!. Nine • - • . . ... .__ . .. _ .. ._. • . nt-i-.:,..t2.. ./..,.: ; -• .. • . _and Eighty-fiie:Cents ($1111,809.85) paid to said Grantor by . .... _ ._._____, .2_...",....-...,1-' 7.: •.:',..1.-_,-,-.-.:.--,,.),i7-jrz_t,'..-,:;;;...-J,. •i.......-:-..0-...-::::. • . • • --- .. . • " ,•••••1- ••••::::•••,..i.....,7.S.,...,,...-_::,.-:, . .:•.-. s .--4..,:-:--,..r.,..„-1,7,..: 14?-t,P1-....i..- -•• . RECONSTRUCTION FINANCE.CORPORATION, a corporation organised ender ' • '.- ,..,` •• ••••7::•••--•-•--•,___ :-.-',..--"-..' _ V. • . ,; al. ', :'.•-i.:7-,.%.. ,',...Z;•••7'," • j.`,!...a.,•••4•,,..'.. .. • • -••: .t.nr.itieliors ei the•United States of.A.-iterica, transfers, conve)-8, '.'-:•-t t• • ":'•:•••• •:!*?•••••'-c•:).••, . . - • •.••••.741it'':'!-o • • .• •••. . :N• .• • •• • • ••a•'' :.01/2"roil .,.- • . :3:".77:.._:.• ....•-.SZld.qnitolaitus unto the City of Seattle,'a Inunici,pal: corporation :111:: • ....-- .` 1.••:;.,'::•:•:,:•,•. ,•'. • . . • . . .:-:•..7:•.t.......,f-,•-!!.-:"- _ • ,-,.--...y.,:• .• • of the'State or ?fashir.gto.r., all right; •titl a, and interest.in • • '••• •-•••-..'....9,e' ..:---.1...•?...1:::.••••:',:-,.. '''••-."•;:•:.-7,7 - • . . . .•-•• • . • ''`'':f'• ••':: •••'':;"...--:;7 '.• •'',•••;'••••• - . •. ...,... .. . • •: - •11,0_to 1.7 miles, more or•less, of 250-Iry oleic tr io power.tram.a- . ..... ..; .. ,..........., . . .,...:..a,,,j.,.....4, .:. .• •. ••• .• •- . . -•••'.4;-,:t1 2 ..-•.•:=-:::-....z..--r _• . • • --5 :.;.! •• .'".r.::..:,-. • • . . ttiaeion line located in Xing County, Washinftton, extending from, . • ••.. .,,, - :.. .........::.. , "-* " ". • • ' • - • •- • .. - • •••••1: , '..-, . •.-V,:..•,..• • • . .••:'•13Irt not including. .the Grantor's .d•a4 end tower No..14.5A at its • • .1 1.,i'::---•:: ' . . • ...:.-: . .,-?.,.1-1. . • • • - • . . ... ,.. . . ::.F.•.•",-:. " :.• . .:. . •South Renton.Subs tat ion;.in,Block•14, Raton View according.to. . . . ........ ..‘,......f.;,.., ,,...,.....,.... • • • .. . .. • . . . . . ..-y:.&.....,.,:. , . ... . . ,..,-... ..., . •'the recorded plat thereof to the Grant'''.s tr_an..eieis a ion. in_ _._e... _ ._..____ . . .. . - .... . . - •• . • tower - • In Sloe% I;'.12:arlineton Acre Tracts. according to the .. . , • .-- i..r-r.:1-• ' ' • •• - . . , . .. . - . . . . . .. . • .--•. :._ ... • • .- • • . • i,..,:57- 2 .... . .,........-.....- "..‘".:•!'... ...• • •• I . • • • .reliorifed plat thereof, inclulting•one ciroutt of ACSR "Drake • - • •7,'7..; ‘... •._ .. ...,. • '.r....K.'S 1.'''' . . '• • .• . • .• . • . • • •!••••••4 •• - '.:',.:'....j.-'•:•' f- - • • . • • •r.--.;•.'.;• . • ; . -' . ' conductor and CcrYingtoir-S- 'settle Lie Ito. 1 towers Nos. 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Deed erecnted by•Leno Asscla and Zafira Azzola and Angelo • . •-:�i: >` r• >•= +� ?' VLt1' Breda and Mary Breda,.and Bruno (}.-egaria, dated April 10, _ =.r. �'„fir.•--i,�' i 'M ''— • • 19141, recorded en May 6, 19141, in the of:ioe of the Auditor ' el: '•'•,,:; ' i. , ='•' a�. ., 3 __ of Xing County, Washington, in Tolima 1966 of Deeds, Page • Y „ c;�v'= 19, Auditor'. File No. 3763115r ,, v x .... _ • ,� •+- ram.. •' , �. 'ux � -- • tom, 2.' Deed executed by Leno. Assola and Zafira Azzola, and Angelo - " ,.e •_ NSreda rtad Mary Breda, dated May 13, 19i11, recorded May. 22, • ;ty ..:. 'ex� 19t1, in the office,of the Auditor of Xir•g County, We him ton, `{' • s c -,i,;• • in Volume 1970 of Deeds; Page 205, Auditor's File No'. 3166927. a � 1 •• it• ?' _-Deed-�iFsealed-by-llttea TegorsTel'-dated'Api-SZ' 1, 1�7:1, reoorded' _____..•.._ _--I 7� .7r' T` s on April Li, 191a1, in the office of the Auditor of King .County, -,- wry+ } "" Washington, .In Volume'1958 f Deeds, Page 1:15, Auditor's File _' f„, - • •. No: 3i56303. _ .I: .=.'f'�. '� `J •- h. Deed' 'executed by Veronica Albanese, dated April 1, 1-41, re- ti rc corded on April 15; 1941, in the office of the Auditor of z,�. tz King County, .Washington,'in Volume 1960 of Deeds, Pere c '3, Auditor's File No. 3158530• -1 5. Deed executed by Lane Azzola and Zafira Azzola, An,olo grads • - q,,5n and i'ary Areda, and Jacob Brettus and Johanna -rattus, dated 'mil:, ,r Apr 1 22, 1q'i1, recorded on April 2'', 1''+".1, Ir the orf!oe of 1.;` =� '-- '' • Auditor of Kinr, County Washington in Vo' i- l u3 of -� '`•r Deeds, Pane 633, Auditor's File Bo. 3161240. tin 6. Deed executed by Lenc Azzola and Zafira Azzola, end :'scat -'1 Brettue end Johanna Prattus, dated April 21, 1'41, recorded ... -?_ t,; • on April' 28, lci.d, in the office of the Audi'cr of Fin¢ • _-•� ,,_ County, Washington, in Volume 1963 of Deeds,•Pere t..4), . i. . . Auditor's File No. 31612911. ~ 7. Deed executed by Eugene A. Mack, dated June 27, 19.1;recorded "; on July 25, 1941, in the office or the Auditor er e.i:F County, ;:::lit Washington, In Vol:ae 1984 of Deedc, Page 497, A I'lttor's File - �f4 1:o. 3180311. -i} '. Deed executed by Lena Azzola and Zefire a Azzola and n1111s .- <;, .-- ' A. Mack, dated Pay 1, 19i:1, recorded on '.:a•: C, 19:0., ir. ...ha • o^floo or the Auditor of King County, Weehin-`.••n, in Vol• :l n 3 1 1 "--1-. of Pnq•te, Pnrn I138, Auditor's File 'io. ?:•'•% i s.•2 s • i • • n. Deed exoa•.I`.ed by John Capnlll, dated :'a 3, 1'''1, -ordnd 1 ':!....!1"a • •.'a- on June 11, 194.1, in the office of the Au3itor of Y.inr, County, ',; ;jx; a - • • Washington, in Volu-Io 1975 of Deeds, Pace 44, Aucli••-r's File f!.l l' • No: 3171114,. • `, 10. Deed executed by John Capelli,.,d'hted :fay 22, 19v..1, recorded • 111 1 T .v on June 11, 1941, in tho office of the Auditor of King County, • + • Waehi,ngton, in Volume 1975 of Deeds, Pare :.1.0, .1�:•!1`r-'e • Pile I• • • S;• ' • No. 3177112. 1 :. •� •"' 11.•'Deed.executed by King County, a municipal corporation, State 4 of Washington '"dated.September 29, 19141 reoorded an October • • - " •' --�--- • 9, 1941', irt''tho office of the Auditor of Kiae "•ount,;,. • - _'s11i Washington, in Volume 2002 of Diode, Page 280, Auditor's • r':is File•1Po. 319601:5. .: - "•: 12 •"Deed exeoutedby. Joe Pedren, dated April 21, 191, recorded t• ,, 'r0i,•,:.. ale May 8, 1941, in the office of the Auditor of King County, • `=�•f b';:?}-d�'4..; •1[ash1naton, in Toluene 1966 of•Deede, Page 1436, Audito;'a - `_y • ''I.5'•'• •'•` ' fib Ira. 3163692. ,: i•t,r ---- r j t •. . ,•, ` 'f a • p T`- r � t'4� 1u'• Y�-`.. ,tI , "' - .: :=T ..-riv-a • j : v r ` ar , a ' > " t "tlta • •a •„ :- • _r, -7- ' .. • :r:l . . ' a t _. ::- i 2; t•:.Y ,f- :,- f • '.s i..'447:•:t:"_-yfdf`C ii�t+l.• . ` • ., - � • . ;-, • 'J.I rem _' , . .. ..V('�rl ,_ia .. ......- .1•::I �. , •�- ._._ -.•c . - a •, ii 'M.'t.. ..., - • ig.--...411'.AKL-4...%;P:41...... .r.44:: 4 • -- .....C.:!,:..-$4.1.e±,..ir.."...;;;;._,;:..,...;.,,:.,•••., . ...i..`.:'.;;X47,':":'-, 1.4,.. : 12,1,1P'‘, VeL ,..-..... ,....t. •- -- -‘ ...n''. ''''S••• TY".4' ..,:.•‘',,,m,•44 -1•W...i4:4:tVr4;•*.-.4*-. .""'..;';7;'''''''''-'.. .0.t4V*. .f*Ip`!';''''1;• -•''•`••-•••.:."••••:';',*I'f.'!"•t• •,I.As• :x.i.,...4J .4.. ---. 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Auditor. or King County, Washin. gton, in Volume 1954. of Deed"; • .4:;.-c.,,,...r „ • • • •" •Page ii91, Auditor's:File No.:.3180315* .. ••. . . r;';•.1.frr:•• • • ' •':';... .. :. !: ,' ' • • • • :i....•:t • •.•.....,.:-...-.- :-;-...... . ...:„.L.:: "A .f:."..1••• ":-.-" ""-..'',"•"4-.2;,•';•. :••:(.1-..".. .., . ..i•,..'4 • 3:.'_'..f.'-._-., ...-:-*,.' • ' •.• ... ••••'17i :Deed jortioixted..by Virs..Di• firlithert•at to'ea nialividd otte7 , • . ._ .. .......y........,.... .'-'-',:•."1.f:.:- • '..'jei:ni?5":"..:" , . • • ' -• •• ' '.••• 'half'intersit,..and'Deo; C.'Wheeler,..as Eremite!' of the -. .: ••••• '-''Estate of Ida Thorne,•deoeased;:as.tce an undivided on"-half ._ •••• . . . ..-,..,1 -. :....-..M.. ...-:-:-, • '""5:7:: • • • .., ' • ' ':.-,:.‘..'intitt''..datid.0ctober'51;:1914.1;:•reeorded on.Deoisb er 1, • •. . -• :. .' • '":"194i,'1)1.th*'vette() of-thi•Anditer of King County,..na144.t. on,. . ..:•. -"").•••• .. .. :._;-. .-......, '";-•:4-i... - " • • • ••'• "• -:"•--'": Lielto-ilizio2014:if Detsfi;,Piei.4,81,:.kid ith r'ili Tile 70. 3207680. • • ...,.-:•:.1::-1 "::::• 1%--...-:::.:: .• . • • •......:.., ..1 •-,::•:...---..',.-4-.7:,. •-.- , • • :......•:: . . . • • •.. • . . . ,. ,. . •....;.„-!--;,,.. . .:..• .• . • ...;• . • • 3.8.•:-..Tiii.•'•aeguirek.b•y.eondecinat/Onpromiedings.entitled 'United . ..r.,,.: '• ••• •- ••• -States-of•I•tabrica.•:T._Tineent'D.-Miller, to.o.,•th,oprpotation, • . •, .;.:.,--;, .2,1.:?-::.zi.: --... - .- ••• . . . • .. . . . " et,ale.Deoltst no....32H, in thi UnitedIltes;piati•.icit..CCurt,.. . .. _. _I__ ..--,-1,...;:„.....:-fiz__-_,:_x.:,--,.._.. 1..ir.;. .11 • ... • • ..• •• ---• •------;--- -- • .. . ..,.,.....,.... 2.7:::::,,.-......-7-.::::::::,-,!• •' • •in ezd litli,haLu Bilaza....Dia t.r 5.41z.-oz-P iu!ti into me. porhes112:--': ' -,..:::.!,-,:; ...........,./_,AL-_-•:_.±...-1-..L.. • - - - '•v*'***•- * ••" • * • D141'1011 •eitifiecis•!iinft•'of...the•".?ndtaent on De iilaratien of . . • ;i!1:i.;,..,:...,:-., . :'.. • ••• ''. • •.•I •Takine:ent'ared February 7.;1 , being recorded-Mai:oh,11, .• la ' ::::'r,:".• •• " ' .• ' .r•-••• ' • • ' .• • ••••'••:1V-11.•, in.4,1iii...ciif coir:of,..theikuslitpt of.King*County,•Pfaihington, • ... .: -....'..'!_!,,*'•:t '!••,..t:•':,•!,••?...,,•1!.77:‘••.; ..•Z: ...:.--t.v..,,. • -,• •_• • .. ... • • ... •• -•:'•• •t.n..Vo4use 1952.-Of...DiedJr•,.:FIge'.14.55:: ••• • . 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ISt• r'as�t , *�" 'i pz 2 �� , •i - • �'r s1LT -:,, `f .it ' r-rt`,:1N`Y , •4- 7 + �;a '1V , `•„rF •• � `• , • � w 1.y.• . •F __ �S '�'4 :� 'Y�' r . ...w :hiKt- "`'^tt s .-' 1 'e.Mic!' 3.A � ,s Y t -r�..r .f• S e� -,,•- :� <' :..Krt-r '�.3-� -,Y . , j .' ' fri A' ss gT ,• S t 1.£ 7 ti 1,..5•. '` w,r-' < },z is n 3,4,1,w24 ,.o„ rPs.: „ d , t.7• • �/Li;11i'il:— .-.• mil .�T '.^....•�• - •`• .Y- - - a... ....1..7.���. r _ .-447-•1'.• •J•tom• —Pl... r - -.. "i i-. t.: -f•-.•�2••• - :1,..'s'` ` • .. • •-'% 1. a` Z etc: • • • • {...:. • - •' - _,- ._rip • k,;^Y',; . : : , 23. Deed executed by Salina Shaw Holder, John Richard Shaw, and ,,, -__� `:'�.. -�: � _ _' Jazn•a Hear,-8laisr--d -. t11. 1961, recorded July 2, 1ctt1, }} +� - - in the office-of the Auditor of King County, Washington, in i • 9.- , • - Y.ni: . t N, Volume 1979 of Deeds, Page lj3, Auditor's File No. 3175/477. • •-- :t`'t�• . Deed executedBall st C41 - __ .• :�5:' 21l by Arthur g raase,.dated February 2l+, 1 , Y. ---.tt orded April 12 19 in-in—the-offing-of-tt i--Aisdl'terr-o:'tt r h y: : :.. County, Washington, in Volume 1960 of Deeds, Page 264. tilri. ' Auditor's.File No. 31 8800. • - e:".' 25.. Deed executed by ` ''E3 Phillip tti and Fannie Gotti, and Alex • Breda, dated April 22, 1 recorded April 26, 1f%1, in ' - : VoofDee the office of the Auditor of King County, Washington, in �''�. t lua• 1963 de, Page L117a Auditor's File No. 3161000. - is P � "- : sr.:_. - . 26. Deed executed by J. CC.' Prick and Janie Prick, dated,March '; ..x = lh,,iC41, recorded April 7,-1941- in the office of the ::elf Auditor of King Copnty; Washington, in Volume 1958 of Deeds, c, ?V Fags 631t, Auditor's File No. 3156rj76. ' `> .'n -- '+• 27-g''Deed executed by Bertha b.,Stearne, dated February 2C, 1941, :. .?':T . recorded on April 14, 1941,.1n the office.of the Auditor of King County, Washington, in Volume 1960 of Deeds, Para-3t7, " " a" 4 -• • AuditorTs•File No. 3158118. -_ T,-t.. • 28. i Deed executed by Rachel Rees, dated February 24, 1941, re-' corded on lisrch 29,'1941, in the office of the Auditor of `;-f.1II': --- King County, Washington, in Volume 1957 of Deeds, Page 153, - t Auditor's File No. 3154962.• • 1 J• • 29. Dead executed by Carl Olson and Opal Olson, VIalt••r I.. Sohul•.r. t . - ' and Anabe Schultz, and Louise FarriDgton, dated February r, - ,• 1941, recorded on May 27, 1941, in the office .of the Auditor -' � • ' - . of King County, Washington, in Volume 1971 of Deeds, Page L06, Auditor's File No. 5167935. •' •30. Deed'exeeuted by Elizabeth H. Thome, dated "rtrch 2t, 1!Y•l, t • • recorded on April 11, 11,1, 'in the e^''lco of the 'tr••'•or of :i ., � King, County, 'daahington, in Volume 13M of Deets, i•ar. 142, "�,= ' Auditor's File No. 3157827. 31. Deed •xeouted by Eugene L: Bauder. and Lulu In. Bauder, dated _ ? _: • July 10, 1941, recorded on AuP}uat 27, 191,1, in the office of :,2.:•"._: `: th. Auditor of ling County, Washington, in Volume 1992 of "}`•_•i',. •Deeds, Page 101, Auditor'■ File No. 3186962. - —' '32.' Deed •xeouted by sthel II. Starrett, dated May 14, i AL1, re- =--�t oorded on May 31. 1941, in the office of the Auditor of Ting, • • _ County, Washiag•ton, in Vo1�s 1972 of Deeds, Page' 335,• • `. 'Auditor's File ifo. 3168739. ;1'• . ,: l.-; •AY y_' ; •E�; 33. Deed executed by Charles A. Spirit, as Reo•iTor of Jones-.. _ :-;•• -i� • k •rp;,,,:-; Thatpson Iavestuent Ccsapany, and •$th.l N. Starrett and • Alfred J. 'atarr.tt, 'dated June 21, 1'� ' • 1, recorded August 15, _ ,•.. • • ry. ._ -' , 1941, in the of five of thO un • ..Anditor of ling Coty, Waahiinaggttoona, :• +; ':. ,- :1 in Vo nae;1989 of Deeds, Page 256, Auditor's Tile To. 3184678. ?t l'.ra :. . D.ed'.T.eated by,tise'Tashin n Mutual Savings Dank, dated ' ;•• --i' -;`--�.:... '.APlil:2s•1541% recorded on'April 7;•1941 'in .. —'2.I • ' th4'Alidita Z_... S31l._uni'Llc. of .�ii _ r - 7faahibg-'£cap in Volaw. 1958 of ' - -- :=._�.'i� .. __:.. _ _D�dlls Page.667, Auditor/et Tile To. 3156447. e• • '+ ~ . ,' •• •• •� . ; ' :_ • . • - •;! .•--, `Yt .-4••'fir.: -A...' ., .•.: .• .+ . ' •• • • •fNr }1yft. ••cam •:. _. . ,`. , \ I' ' '2 : • .,• .r(,: `vnL -Ir_ ��=.. a: / y„u. \ ;:1, .,•', 1•rI,iq,. ; • • • —+•'.�v�M'1r _ ,-�t `"+.�'i �` �^t�r�iY ;:Y.:I•.. ; `.=;ti`'C'�s:.}'T��i ••6. .'.i{ . ;.., fr +� .�_� ,::^'. •�+lr•a.J t]+!:_Y'rs�c'.1.�►'•.1"i�wZ Z1:•;..:':;+=s ;. .. {I"•Yh - 1_t 1 -44 i4 r 4- H5i#:-,rim1at.'' _4g+t.4•1'. i•a••H[;!^ -$'rw. y`. aa. ,..6c•rc- ' •=3i.' ''.A L •tri...ac c aaA".;^s-i.a. .s�._,--• ` -.4,. ` l0r • Y .v�-;•, n qr. :i i.r.- :i� » /�'•S . rx ♦ r,+,4ma..7,?';•:.{. vlC •:•W.•lA1<yr+ji�i•.c. 1:',': •e ^.•. Yf c;4�+ <f4�E•, ir. . ....ih.,d yr " ' M•? t-....^, 'Yib • .-.- .x-i -•.t,e� •�1 i k1 � � • �i`-.}• ii{k, J vo`25'✓�!• . ` ..r-.+-i,,._S )1�[k i-..t;•"'= i•. V•tr 7%.r+'-.'e.j:: �;'b'� :iV•- ...-% nar1 •71r1rigYrt-..j•^ X.-. • ;,.:•� . .:. ;r; ,..+ ...;'' ••..- - :•ram-`'.:. „•-�- '' .L : =;- , it...- - -,• •:S: - •1iL14V •�L`s`•+•r O_r;`•:jiw:• rT..14.--' .o'••: r_••: ..• 7=f!�:1ir.f - ..-,•. ._.:. , :'.1«;„iti^t.... .- .0- \L- T.k.'_- .. i'• j`_:y...c•_..' •t V- •? l.r;' .-:r :c_,_:._,.L-is :S•.;-:.h. "•► •,';- .{% a.;;••• - - ,.- - —- .4i: . S'_ +4. `.J 4.:t--,r+e r•�;1_ _ :- - ..,- •--i ' •mom'' t; `. i(.:.krl!t,`r11 9-1 .. < +:!..= -:ir.,rf "•.i.TL'.••.-�•.J}a••'•1Ch`-� - _ :R,7!`!'r.• �•-w\.{r.�. � ry 'r .,.1-t-. - , •• �� •Tit Tv`•''.«-:. .t T,..••.;..- - _ .;n'::its i..;•••--..t'S•^-;77 •• - _ it.:..:.<! r. • f:• '--:5 -`=ti •, Tip," c+,_ - .l. x .:. iF:• . +' Viz,:;:,, x=1 •Sim: F. •••••r�+1 .�w•_ t: ;� �':.---_c"—.7.4 " 9i _ l':•7i�' i s.14�_'1 •�.:� C•14.3,;.\• :i.,, •:i ce}•• 'r - - _• •.•;-* s•4 je , 1 Jf:+7E,'��= • ...• • �'Y�::_ '•,--,,I,,.�__Y,���-':':• -- _ ir7 •�'S,'!�-ter- ::.•.�.t:f.. =*=7 "': • :.35 : Deed b?Ssi i As'gartin,-d*twd•�s7.11^39 i':re! . ',•� '�n''`• `� -' ^,,. : 43 ;, ,, ___ or^ . d•itiy a•2, ;•S.A:_ths:offtes_of.the:.Asiditbr,-:bt•Ina- • •• - . '` : L ingte ii itt:Yoloai,-1972`of Dssds•,'.'Page.'172 y' ' `-A d3 E ri+►:)oi 31w715.. • - • - Z�:,•;4, ^r Iv . .; �, - _ .�..7,.••__,• ,_'y+...�`t:::`;>y.T � • 36. Deed: Led;b3 ilea:*A. Iteesirsr ofaoaua• .^' = ,,-, t Th •pSotrirk•lSiVant•.Caeepanyr. dated•-Jury 2,: 194Ir•.rtgoidad l • , ' l_•'• • -ti' s $' :5`r •.4 �a, • on Angost,15,'1941,'-in the c3fies of the Auditor Of-King _ • " i . F•�' ' -.�_. ..- _ -••- Coaety-Weeh4sg4oa-1a'Yohe--1909-orl ee3i,-Page 25Fi, . - _ • .- dnditer' ?pi) Xe. 31 . t ,at" ',,• .4; • 37. }}eed,ezeaat• ed by:ilames'bias a; defog Naroh 25, 1$I.1, re- .� • ;4.<•_:, ,a•a ' •`•corded'on April, 9,.19it1,..in the office of the Auditor of • Y��;�yyr-� _w `a Bing•County;Washington, in Volta,. ;959 of Deeds, Page 173, , , t� . , . rI� =• 3 5733 . . . - - 0 �� - Auditoria File No. 2 . t ,t ;,.f;;, �z .•• • 9 - - i - ' r 14t± �e ryt - • 38.* Deed executed by Ring County, a municipal• corporation, , w State of Waehia on dated'An e t 18 1941 ' recorded �'`y August 26,--191,1,--in the•off Lee- of the-Auditor-of King T i�, ,,_ •• � ounty, Washington; in Volume 1991-of Deeds,. Page 430, = _i _� . Auditoria 'File No. 3186515. • • :i_:S,e>r' .�v:_ar a <, s-• 39. Deed executed by Ernest R. Burrell and k'.abel C. Burrell, • T t, • dated April 1, 1941, recorded on April L, 19/4, in' the :, ' ' office of•the Auditor of Ring County, Washington, is y, Volume 1958 of Deeds, Paage•1i13, Auditorta File No. 3156302. ` = 1 - • . 40. Deed executed by Wary E. Paarl, dated ipri1 16; -1941, re - • corded on May 28, 1;7�1, in the offioe•of the Auditor of •'•, . Sing County, Washington, ii'Volume 1971'of Deeds, Page 604, • f Auditor's File•No. 3168209. - ' 41. 'Deed axeeuted,.bli 1I. E. Hedborg, Stanley Pairlsk; and Frances -` • P4�lak, dated April 16, 1941,-recorded on !day 22, 1,941, in - . ' • ' • the office-of the Auditor of King County,Washington, in __ �, 1-Valui97a•or--•Deeds---Pa 6--Page --FYIe:$o-'316693. _ • • 112. . Deed executed by Stanley Xioasarek and Kathryn•Racum►rek,' • ••dated icarch 27, 1941, recorded on March 31, '1941, in-the. • '• . - office of the Aoditor of King County, Washington, in ' -. . Volume 1957 of Deeds; Pagi 376, Auditor's Fi1e,No. 3155236• ' • 43. Deed-executed by the Washington.Mutual SaTings Bank, dated _ -' • 15. , • April 2, 19111,'recorded on'April 7;.:191i1; in the office,,af--- ,:'•, ,t•' -•the Auditor of Ring County,•Washington, in Volume 1958 of S'i �'' Deeds, Page 664, Auditor's File No.. 315661t6.- • - -.- : '-- - . •. . _ ._ , 'r_ .c•.q a • • .. - Dated lit Paiti:na, Oregon, this day•orb4t4w :. 19 '; `.+.r� �.�.�:awn;•1 1 . r•• .. •Lr• �.t -i�- �• ,1� yn.ywl ::•• - .;.-z :fir r� ''. :"U••: Or: , . .t....'»i;'. .1 _t•�•,.. ? -h � `fir ,• "tic. .. ,_1, , '7:•!!�c•[:m:.'t...::•dl'::r,.• 1 :Z... „. •_,. - ����i-r J...., • lK `` A • Y -•• '. .3,1.' �.•-'"'•. r -D-'Z�' �„,' %V._.: �f•�.:.f.' a• -1 •7 �ir• w •.. .-. T'-".�.•1� y.T' •jam tL ,, !`t.�7- • :C M•'7... 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County of Multnomah ) ii Rn thin Aap'eranne11y appeal-ed h•.Cor- e•.•: T'a.••T. .?' , `•n ? ,i . !r 'T• ' i!7O\' tc hn one Adr• ^!� atOr Of,`.c• .^•^�Yi , Frr^r Ad-,f-!� 1; ' ..� �• z ` 1 'tration,•deeor1bed to nna who etecu•ed the w!th1^ a^? ^or. :inr .i. -',...-1:..-..-. ,,,,_„ instrument, andd. eccowledP,S the: hn sic,.:ed the ati:e !e ^r• • -4, .•and voluntar ne• and 4..ed ^or the rur; ••-s en? •_..ec _:.nr „• ' �y mentioned. Y • a�a.tip i¢ini: ' ki 44 ---r-� 4, given „nder 'tv h.er ' r•. -' off! ..ctn1 ..e! .t•fa ,Zs n in•: r z.-�. her-.-t' 'k.,4 * .. \,' t • • �•••n,�rC'�� �`�.. o Puh71c foor Ore zen - - — „,. rdaldinr at 1),gl- tr.'r.!r.. _ a . r ••'y cost-nisei on •axrf r^T: rr- 37_ ./( a ti " • of • I p 3. e f r.ireing conveyance i a hereby npr ro-n? ''',!0 b_-_ d,. • • -• �`,:g,., of _ ( .l._.`_�.- - .. _ 1: .J. -•gt.74t ' • - -'•'.i.: . 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't . •' ?'' • •-•."-••••.•-• :::..'''•.i1:4-4-,..-i--;Ar; r,..-' 10:1--ef45::47::::'- ,--tfo....4,1.Asto-tomnisz.:4Acr,. i- .oprpore ,eal .*i n .Lot.„.or-d°agrees...sant ,,,--,.•.,...,...„ .-._ •_.,- 0..--,-,...f.-.,-,.r '5''15:IV':::'''• :.foonstrnatron.!inane, Corppr&lion ,.approrea oai2uary•4 ,..i.ws ,:..601.ILIIMITIdedi , a.:relt',F.'...'i.,• 1,,,:•..,,.. :.''.:-: ::,43.;;;F??.••:74:r.,-. .... . . 74...111'4%.4'0IN`PSi•:•.-77,..?:;•..fr,1.;!!:.•!-Ry.:4.•'..•••••••-••'‘.-' ••••••;' . ' ' •• •.'••• •• • ': • • .• •••-••-...'•••".,.....•,,..-,:•;:..,....:::..f,1.•.::..4..1. .7',.'0:t..., ...,.i.E...4,„...7..„...,.,, .. ....a.:permanent-..iseikent kind.right of way o0}...to.sicced-1C0 teifiidi.,,':,:!;•.-.,,:.:•••••,•• . .A.7-,-, f;._--••.:4'.:.-?..:..11ano.kro, .-0,:s4.,.:vi..;-:•,,,..:;.•ri;...z.„•:•-•..-•:••••“,74..:.:;•••..,_...,,•7...,....--•:•••:.::•,•:• ••.: ••. •• •• -4. •" ' •••:•: •••.j • •:•.:•--'.• , ". • ' •••••••./*:•:•••--,••,-:•'•••-- $,t•:-••F' "-f:2"••'.i.'•';••:':• .."-if••• '..."-1"..e: *''''-iir17:rilitrgii1/431- - • idei_the:_foll ng_desoribod land.in'the, county. of Kin •': •:•. •. .. . . ,:•-.•• . - !.••,-, •patr •.:.•%:•,..:::::.:-.7.,:•-_-:-...,.• ank:./g-t}:-•'.4_4•.,',..n'';':. g.:4..:•It :.i.1';'•,IS.1;. ':•71:•.1.::•:*''-••':: "• .; • : :.' !.. ': .;.-' . .• '..."...4-••••• .• •• ;• • • ..•....''..!.,-•,"-"'''''4••& • .: • '•N•d•t-r•lini•• •i Tr"-''-:-.••••••••Stiee•if•Iraillogtan• *.to irit s'•• ' • • • 7 • • • • ••• '••_:,.•- - •••....•••••• ....•.-z...4.,.....::::::...zvt.•••••••.- •••:,...-,,,,,. ;-.,....L4.,-....••:, .. OE.: *-F•,:•••••=7i'!'":' '7::-••••' .•-'7.":.'7"...•;.::-: -:.-'-: ' '..'k• -'-' "' - _...„... - A•- •••":71b10::portion ot.tisi•-fifilloning- trviditifithrrpfet A •- ....1..,,::. yl,:7i. . t7777.• ,....i."2.s.e„:;.:....,...:,... ' • -7-•al,... SII.-%•;74.-. -77.H:.;4:-.:4•.-,•?•:""ztoir.:9.-.ii•Seolinik:18.34irg westerly of.Primary.State.Illghway•No..._5"'" • " . .- ' • ;T. ,.• ---••,:' • 14•?••J•t• - ••••••,..,..--,'•1••'e•:,•:•••• ' '.•.•'n... • ...... . . . . - • , "---......,---'-' '1- 7. ei.... .7.:--.. •:-.....7"-r-W''-- - . .,'r.l..4-'"1.-:.,_•.'• 'it"'':-••••'•'"•••'i::sal:.%hit•part•of the'Nli•Alri.of Section 1.8.1Yrog south•aoct.ollt:of,•"! •• •.- •:••••••1-- : .,..„ •••,•;,... .p....01. ear ''''''-'•-'t " '''''••: :•.`•theathiewl.of 1A'.shisinil of Blialc.•Ri*er*, aid Lot 15 .of Siotian18,.:•::::.f:..4..•......:•t --,.. -- .. r....,.i.:;;:•-•••r,..:::-, 1:1:'••-'-ct:.4.-.':--/t•:•••••:--:•.:••. '• ' .,,---Orr,Ft•f?.g.,,,•:471-,.... ..,-•!..:•-.n.7.:- .•Aind.that r.part•of•Lot•16 of,Section •18 westlying. of the•.*Sat:liht•O'f.'..:,...-•:•'.,-...•!%--.r,:. r....,..-,: :......:: .-.:...titi,...... l....1.. . M.,'41.;,,,----..7.7::,:;•;,77.r:-.••;77.;,.;-,ShattuokiSt rest..1.1i:Suithers Fifth Addition ta:Renton,•••eith-the ex-:.....-..7.,.........„,.. '', , .,-...„.. ••""r:*`"rt""r...6.'''' '.“."--.••041141.01'of that'pert of:said •Lat 15''dsioribed as'beginaing at,* -•`-':* :" ' ''•'3'...? ;FL- • ..'•:-...••••••••',••.'.41h.a.',11.nd •.1.4.I.M..7.:11.s.%.:7:7;::•-..Z.:•*!0.;"4,•.:•,,-.4. . . .' .. . • rrA44'.,,,....2e,..,..''•14.4'.71•&•.;;;.`" -%t',POillt:on the wept line:at said:Shatttusk. Street, stitch ie:25..-fogi ...7.:. •,...,......-..... .. • -i;..-. . ..:,--,-;•,,..... ' • • • distant nititimili.fro= Ihen aseesfired_it_i:ight_ingles,to, the nor-------------•7"• - -:-"' •'" •- • - - :-.• -•• % :11ru-T-.:-4.Ttitiii•ight...of..way•of the.*Ptaifio.Coast Rialrcad ••••••••..•••... ... ..••• .--• ......,.... • :..........,.,.._ ........,.... .41'.471,'::':•7`../.;:.v..:.- ...•-•...-......:-.:,....;.•:Cftecparpry,thsoos vests rly, pit rall el ..,,.0 said noriheri,y line of dd. . •• • ••• •-•- ",;;i!a•i*?,.4.,•,..4•;,,..„.,k,i'r••"••••;...right,-of.ifNi.A41,10412o!_of:.425:03 .3henae_ire 6 trgr.1.7, in,o• In rsiel.t...... - ;..„.......,..•...•f:7:::•.. ' - ..:::-•:-...,:.:;.-.::.-.,-.• .......,..-,.......,-..,-..:".....-;,-‘...-..---- .:',..tri ii; rttoe 6I.716'felt 1 •:.'"• .:21Aize •ind . leas;. t 's point•in the vest'i'2.•:,.:.•:. . •,.. :••; . - -•-••::.--• ;Td4,•;?;•,',.,°.(t-fl:ill ., . , . ,. . , ' ;_""• •,:C.s.:9:::...,•"•.:4:14;2,1;frii.., Iiii-.6f5111.i413.0t;.3.15.;:.ii121-th-:19;28 5-f e et-north'',air•me wired along";-:•, •'. ••••• ..z.-B.•rrk., _ .,... „..,...,_,,,. .... _:j. Z,iiiid Veit line'ilfi3Oit.:Vii.ltoc'thisilY:'•lint:•Of•'a said?ri ght:of•way 1 thenee..'.,•.•:.,......!..••;,..:, ,;• .....,.. ...:........c........., Qi.,..5 i,.. . •'•*ela.-j7:‘.g_,-.7 i 7,.• ---I;7';*7111:-•:._-1-27.-:PA!i..1"1-,":a"act.- Vi I',:a.0 tog 1'..- •1 ue-tit'....line- of said"Said Lot 16,'• to the:southerly.line',...Of.....1....,•!.,...';i:.:-.1•7......:,_ i--4-...,. • *:.1:.,...1-••'.;:s..Y••;:.,••••,.-..... . .•...-%.!•••.-•?••••ariptto 4,-.7•=';,.'-t':•-f•-=-r-':-F,.:-:•-:;;;-''2,;:-tiL.the"rightilef:Ter of.'ea' d.sPinifio:.Co est:•116i lroad•C94apy; them a-:-:--- ..••••••4 - , -- : ."...••••!-•:41•..... ,.. . • • t.4 '''.•4"".,..•:.,:...,"'a....--7,777iester2yFiLlonr•ekld-utotherlyrlineTcto-a7point-:ehictris-700-ft.* 1 . .. : ....... .... k,--_-_••_..-_ ...:,,:..z...,..,.:. . .,0... •,---.4'77'1:211'7irtiitrotity"vikoisurect.OA% slid'Southerly line,'frost the west Iirti'14-;.: ..:: ..,...;•.;'.:,:?•-••', .. . •:,•.741...7.ri,•fM.F. i•••-•. '1.1.71.(5.74....IM'i:•/.:}...0‘ • °' • • • ,._ ..ti.....:•-•:,.,...,-..,,,,,-.,,,.-..Aid'Shattuck.Street; thence..icin- therlyi at right angle e.•to said, . ..,..... .... ....r. ..._,. 7.-.•_........_ ' , " •'''rl.'• rt..•...1 .1.''..7' '.: ./ tleilt Ain.•of...ii:O.light of•way,..a,distance..0f $0..foot I thrmeo..:..::...f..:;.,;...1.-i'.;-„:. •... . .t.,...,.. !I•;:!'7,•;-""... 1:7:!!.1--it,Ail,° V:':!.4- .n...•s•q:'•7• -.-1•--..:-•... . :'474CDC1`.4.:7:7:1h-."..:!••ii;:.1;••,,r 0.4.4ierr,f;.•TiiiiIi.1.r.tO'jiii1, pciffaft.:kaitiaint•southerly trot.the-sont4er17....•;...••••••:•:.0•... r-.......,...., ..'..,_' ._ _ .... .."Rk_-"DIA...z.4*--kr.'"'''‘•e4c-'4:'-''':',i:5%..1..i";',Xinir.iPf•'.11•11/1.. ...tight.;°fIrigt• i::1°.t.h4-1(POCI-file Pe--thittuck•Street;-•: -.:.:-7.i.7../.?_,..i2..,..14...;„. 5,..,., ;;;.3.:-!,:,..7:•...1:•E,..:.44.. - - '''''''‘ • • • '''''''''''.'°-Ili - "''.• th;•iilorig the%Fist.line 'of''maid Shattici•Street, to thlt;••••:.,•4 1•,•••••-•• ••••., _, -:- •:::-!• ,:- •''"•,- ..... 1,,m- ••••: ..,•,•,:14.4 LI f•z:; ',..,.. . moo north, .. ,•-.--_ .- . - . , - • - . • • Ds, ..";.'::::;• -....r.-•••••••::-.. '''.-.-1...... ''..• '''' . :4......tr,-;,:zi-,..i.-:,_,.f?r....- m• itsid.iff.'.01..;bioiigi'.'aroi•'aiso'•'Cicipttng that' part of said-.1.at• e'.,:-....,:!••.....:...... z.„,.....:• .:_.,.. .....,... tlot, • ...-'.'h1-6--ii.,,Atie,•.;.-.-,710.13: 7:•.deirihed,.-OSbanodr4:an'Atte,north•by%the...it ght:-of,way.of..$11. Chicago,..... . •-•-IV' .• ' -clir -141917-::KLbiunkair,-71ust75t:Psairlud-Proifio-.Railread-ComP.arpon-the-oos ,...;7,,................,... 5.•-..• • , ...•- -. . .: .. .......,-,..-__-i,-......vV.ii-.. -.. -4. ••••'%.2!_•_...__ • • •••• •tb•-• ••• •• ••• .-:mlatT413:48^.....ti,,z‘..!•;•-,. . •, i...sy.....,t••..los,.... '' ' '-' • ,., ov:Austtuck.tittra ... ot1 ..thr-•oath•*:-71.11,:kicienur:1Produoett),.=P..r 4,.2.....+1.-.0;1;zsfoqt.,.:.4'‘?? „sin ge,.-y445.iet. tr-••••'•,,,,-.•:!.1:, .41.4.10..,,,L,-,a L.. tt. .. . . .. s . . . ,L,..7'7' '• t. it thfebouct•of lent on Land:-on the- iris(_by••Pi-liiary7 SULS.Hi ginrit,y;1,4,1:.ir....77.-zg-;• ,..1,. .:-: . '• :,:• •,..!-•-•:•-re,-;.,--;...:- - igisif-ar•-•.&--,,..,t.-. .- - -7.••• --.,• .,....'..!:v.,n. r.c•:.-,.::;i..:-7,. L....„-.7• -4..r.M' 710-,:spitir bethi:Xi68.4ta.isi-1.4-•ftiiiiretii::23-..soitli.Pag.'15-.• • •!!•:,..,-- .••-•,...:-,, , - •• -, ,--..-..v.i.e..-.1.kr.:,,.•1,..... t'''"'":"‘Vi ."•••••44-."*'ibli-AllalatAillietidiaii-)itrit'0,octiliyi Waittingtonj which'liii•Soiith:•;;•''It'll..;.!...'••••:.1:1•`•-• - .:,. .z *;•.•••?!...:•••:11T-:',..--/I'L.2. ''•'''''.....1:•';i•• r" - : iviiiiirlf of iiiii)3 consT .116 Porn"-Adirini----itra---ilatilijitertift-2501-6A -:‘•-.1.-"‘.!;:lif.! --;- i,..4.grit 7 • .'.o.tilliefir•ilia'Covilitton-Seattla Aishoodoniort'linoi:exta : '.•:•.:-;.:'."...,-. .:-i'.=,i7,-,....' ,..- ... .:4,..;•‘..,•.;••••••oiss.• :' 4 -.....,' i":"!."''-' 7."..:• 1^•'Wir.;ca-, i,:-.-i•oncaIhuatirly..of.1.line•which•is:162.6•feet•southiestar.3,7:of:Ina•'-'....... ..•;.......,...._,;,..6.., -1,..-•:.. -....:!.:, .-...;....,._,,:4_,:,-:t.G.•• t 0-•'..!.-.::•,5,1•.:,•1•7' risuol,cm,• ..:;.*N1,,zto isirirr line of•tho.poringtorb..geattle•irezursdasiOW.r:•••••1.,•••,..••••=•.••••...i. - •• , •;•:5;..,,,t.tr•.,-e,,t!..i• , :.,,x,Y.,•• . . to•tie of - .•.:•;,:-;:::•7.i:'..'k:,:. ‘4.'n,...-ole.:Pt411.1114.14'soitt sun's:lino:it larticula447-dellPribiod as.fcilluirs•••• ••:'.:- •"•••, •-- • ' ' - • c .. :- •....: ..L.,,'t., ,...., li,..•i•;.r. , :.•.• •• • .7.• .. . .. . ., . .. -... .•....,... , v. ..; 1.i.::,..:•,-„.....,,•,..i,?,- . ..,,,,•,,-. ..-• - 4-n-o-,,-•.. 11-1;isai-:- '' Setfi#211M-.sumo'station 15534113.83, a point on the scath line Of....'...."..• •:' .. .. ,..=::.-, ,..,.,,,...,,...„,...t1.•,,,.. _,..................,.......,...... ?,t '..z.'N.•:••••••=i'• •-• •'-'z-'•81840 124.1airnabiO.28 Noitiih•Rang. 5 last of the 11-11sootio'. . .... ;;: ... , .... -,.......,...,,,, • ..........:F..... --•- -• " ii*'''''-'7,•''''Int,.A.--s--.,....„1: •t,• Mari._'Milli-laid:poiRi. _ being N. 89°171 39,1. E."a diOende...Of eis,:t. ,...,. .....i.....t7 , ..: . •j:::!.,:;3•4i71.Z.4., .... .. • . • • ' •`1714fie*-- '' 47-.'..".7'.. .iit rial..tiSS'ellitrtillt...kwirtIVn vat let '- the--rooth-lins-of-o • . • ••,..,, ... • . 1."F.••-• .: '51.•':-.•''a--'7••••:*'-'''' '.- - :st girktelta.alahOO.1:14--1,9-181:St 1 ire.:-distanoir of 190.667f asil-ta4..,,,,,..,....,,,,. t..-''•::::.., e-...,-"•,, ....:,,,, .* 7 ..,, . :::: . :: ;,....:::. :-'..,•..- - •.• •.: :. • • .. ..i......- -;\:•:•,14...-,,i ,1•:...,•- '40`.1.•...A•'..: . A:••:‘,1:'-'647.1-.•'-.:4;7.3 1444.4...t•-• t••;;;;;.f.'..•-•.. .• • :;..- ., • ..• .. . • • -• ' •• '. ••,.r t. ....7.,::".•S'•••"• r-•-.. ••••••rr....,..7.rit....riP• ''.;•t-t''.',..,;•••••t•\••••:',' •,'•••:t.i.4•• .,:.•••••-,....•7.• '- .. • •44,•••••....40.).+.4..1,Z)ii ? • Al."4"?`•''''''''' , ....'." ••••••••• ••• • ... . • • • . ‘ • - •' • •••••••••••4:44•••. -..,•:. 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't ••• '•• .. ••• • . • •• •- ••••• - -•• "'"-• - ••• •• ••'••-•••••-• - • :•---• - •• •••- ..:;• r•:',:•• .-...-Z...--....!,.1.4...,••A4;,.:..:. .---• •?;!zi. •:;•...44p..-4.2,?Aircki •-"i';•..r...`\ . ••••••••-:.'::'5--"e....:.:Ati..7,i-i..7,'.1%.•,.1;7-..--01.-ien:under.icy.hind and•-offIcia.l. seal this :(2-.•6 -7.day...of lovemberi•••••-.. .:;•...••••••,...,,r,.,,,z.:•••: •-.'.••;';',•::.---.1 ••,...7:-:: •.•,',.•-•'-:E..1 .S.,_:1....• • • .' -•••• • ,t.,e,..ucLip .•• ' • • t - . • .. ... .. •.• • - .---..,-,..:c..• .7.•-•. ..:... ..,. ..:••. '.. .•.-;:,..i!.•••,•.;..,!•;,:.:..7.-.i '.• 4,... 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'••'••• - . •-''•:••:!•',,t, '••',...':• •••::!;••.:'",' ' r''::f-::: .:-1.• )"..' 11/Lie,. 1•". • • ' . ., •,- :..: :.-..•'••• V;,.',..:!•::. ••••• 1--‘•••;',`••- . . ,.... • • . ..,• . . • • • • • • . . . ••• -.- :: • . a.,-.,:••••. . ....-.•••••.,,.,,:•-•r.t:...,...• .• •. -.• . • • . . • • • . .• •• . • • .c••• . • . ..• •• .•.• •...-.•:••,.:.....••••;.......:.--7-...r...:,• "• ..- .......-„:-... . - .. .... ....... ------------ . ., , • ....;.:.:e•:! --f:3.• • .:,--•,v• ..t.•:•sTATE.QF IrkSITINGTON-••) : ' . •. •' t -' ' • ....-,..i.....,•;•7••-,,,,-. .q:• , *-,r-•-e,t...-..-.;7•4:fx.,..,,,,,••••-2:v.,...-1-!•::.!•-:;;-:•.. . 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' .x.......'.•'. •05rittld..that she si.gnd...'t he Same es:hers:free'and yoluntary:act sind•de_e:s_1,.for.the . .. .• -::."':-. _ ,.., -.. ;-.•01... . .. ... ... . . . -- . • ••• ''•••P'iS`,!-4 AZI'. •cr . .-: :'. ••': ••• ' !•uses -and purposes -therein'mentiondd; . .. - • .. . ..... ... . .- . ,.... .,, -•-:.z.-.:- t.::-..4.,-..--.-r• .• • - 6.i,t, ... . . :., .' •-:-..Vilt. ' •..• .:-'''''. . ..'' • •"••• • ' "...'• .• Given under my hand and.:offici.alsOal._tkris. • ..day,of,NoresabeFi.4:. . . ...,,,:.;..... ._,:,..4,..,,,.. . . . . .. .. .. ........ •...1..":":•;:r..:!'...."..'.-1:•-.....:4-;:,•.;',..'i--4..k. • •• ..; • ' -•"'.'"-:.•• ,'•••••••• -,-:-.••:.1••:,i', •••••':•:• .1!:,:::.k-:..3).:.,-.. • i.::..„• ..,t,.. ‘• . .... ..-•;,.,•h . . ...• •• .. • •**A. 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'` Vc]C4: a. — . •a TCR AHD IN CCtdSIDJATICN of CAVE THOUSAND SIX'HUND°.ID DC`LLA'S ($1,E00:00} ::� j ';`, i - .in hand said, receipt' of which is hereby arkr.owledged, E:LA •D: 6',.�II'!- ,• orr y , • ' 2ii.F,LLV and ANtNA :, the.wife of Otto \ielsen as of February 1, 1942,. HATS P.' • '• ' 116.'LS end_3AfFt,-r1CRAILIIrtarr -the-- ifs-of-1 :Ss-P.Nielsen'hs c:Feisrss-?--� • r s o42, Rrx 6ECRt C. 1fl EIFR; Executor_ of the 3.11 of Ada Thorne, deceased, convey - t . ." ),l• to D�!5?"PtA'!T Calyt ATICtI, a cor^rr.`.igil'created by an Act cf Corgress entitled - --" '1 L. :• "Reconetruot'ion Finn ce Corroratinn_/.ot� •L-asrnarr 2.,'7G. -, ,as a ended,•. „ •`•" - " �- . ..i ' ',. •-'aril its assl7.ne, •a perranent ease-'rt and right of Bray no` to exceed l'ti'' "'•e - • ._': • r • ' . ,,. •..r, upon and ccrose•rho' following described land in the Coo t of King, o•; q - . .. _, _State of-Tash.ington, to m ,itt • .;: That portion o-" the following described piopn_rty'bei.ng th-,.'. part of t . , •Lot 9 in Section 19 lying westerly of Pritr.ary State ti:g►*.way, No. 5, - -,<_ _• and that part of the NE} St} of Section 18 lying south t.,d °act cf ' _ 'the.thread of the charnel of Black,River, and that cart of Lot 16, - `1 S • 18, lying-west of the Treat ne cf Shattuck Street ir. • 4. �, • :Swr.ithers Tifth Addition to Renton,.With the.-ekcertio. of that part ' • ' II ' ._. ._ -•At.Said Lot 16 described.as beginning it 'a•point on the west line Of • • j . • ' said Shattuck Street, which is 25'feet distant northerly fror:, when. w: ; •'neosured at right angles to, 'the.northerly line of tho..i1 r,ht of way . E:.-. -%r ....I, of th' Pacifio Coast Railroad' Cer:narzzr; thence westerly, parallel to • . i `, .'w' ' • - said northerly line of said right of way; a distan'" of 425.^�• feet; • ' ' , ' thence westerly, in a straight line, a distance of '710 feet, more or , leaf, to a point �'the west lino of said Lot IS, which is 2E5 feet • ', '•.t .. . •t- •northerly, measured along said west line, fro:a the northerly ?See of `i t! • said right of way; thence. south, along the west line of ,a•Id Lot 16, .•':4. to the'southkl;• line of.he right of wa,_of said Pacific Coast _-_ Railroad Or'•arr,{; thence eaeterl;f, along said southerly line, to a .}'. ', '':�: w .t • point which.'is 700 feet wc:t-rly, measured alorr, said '�o,:therlf line, • .- •;L4' , ; - • fr7n the west line of said Shattuck Street, th•e•1.)e na,:the•'];;, at • • ;t right angles to said southerly line of laid right c!' way, a diat•ance F . of 50 feet;•thence eatterly, parallel to and SC feet atst•'int ;o'.therly . • #- ,' • ';;,', •fror_•the southerly line of said right of way, to the west lino of • - t s ' ' �'I,,1 Shattuck Stre-etj thence north, along the west line of said Shattuck • • . •;;;i °:1' !' • •Stree tt'to the. point of begirningy-arid-that part of said Lot 16, des- 1 -1-1 I•-i• ' , • oribed at bourried on the north•by the right of way of the Chicago, • _.__. . -r,' ' ' iT • • - 1tiliraukee, and St.•Paul and Pacific Railroad Corrnany, on the'east by• � -, `• 1 ill!" i • -- Shattuck Street, on the °oath by 7th Avenue (rro'doce ') as platted in ' :t..:*--......1 I'•:`/ --• ..;. the -town-of•Renton, and.on the west•by Primary. State cii1h,ray No. 5, .-., .t . . ' all being in Section ln, Township 23 North, .'ange 5 Snot of the + • iRllamette. + •'•• • thridian, King Cwranty, 3fashl t6ton;'wh.ch lies. scutltxesterly :' ,; ', •.oa.the.Boano7'ille Power 3d dnistration'a'existing,250 foot'right of , • t ;:; ; .r'?' •«' ••'• ' 7.• ,••*Sr tor..the'Cavington-6eattle'tranamisaibn line, and northeasterly • •• , +• . 74.1..-=• A!'i 1 Re 'which is 162.5 Leet eouThwesterly of and••parallel to•the Z . :-: ,, • = -_ • .au1'4!y:line of the Covington-Seattle tren�sission line,#1, said survey, , -fit.•__ i. . -'' •• '.. '-'-r,a. ,; s'is particularly described as follows . ,. ,:�;r: '' •. '.... ?-1.- _ -•M•.•• • .'otatio 533+16.83, a _RQ.on-the south'line f • z,.:. w -- •..- titPitlB,•=Tamehilit_2S It Ate,-wait . st of the Willamette .. .. ';:k .2 _ : ---• • = ' 1 Tidialf sa3r—ci.nt-being ti. 890. 171 87n E.• a'distance of'815.25 '4 ' ' y�� pi •:•, r -' ,•. v1' 7. .; •' �':r .71 fy]: •l::riAi111 M i7t !r a•'� ,Y' •O•;`':....r_.:---- .c. ..a..'i. .aPl. I,�:4 • _ • .. • - ---'• Aii +art':.';:r-. • • vat •a 11.3413 ,ff,-4, S( • • Xe'd:^^•r: • • • • . ft . '-... • ::.. �• • • feet fro-' the quarter ^-.:tio_ corner or.''he s',::h 1.1t;r• -f se": .i;• I. V.ac ' , Section 18; thence 1° 19' 53" :4. a distance "f 19C. : feet'to ^ ' ,4 ,;'•• survey taticr• 536.09.38 back'e,ua13 531+:10.0^ ahead; tl;-nze •/ ;r,•e'.%'. 31°241 43" W. 'a distance cf 3C°0.;i0 fnnt.tc surrey st9tion • • 562+00.00; thence N. 43° 4vr 1;1 ;i<. a distance et' ::7.?0.5? feat tc-- - ��• sur:cy station'58 ./ •.3?_, a_rod,t'or the—rest 1inP of•-eat 4 Sect-.r;•- _ { • --'----le, _said point•Fisirg S. nO M r 05" W;a :lis ts_rt.3sf_?21.'- . C :.` .. ' a. , _- ..te: �- 0 5�rti o-. 18. '-a"''r'•• ' �' • • The: above-doscribed rarc"1—of•land 'vi/ir; •l.4 Inns,.'•••r-• rr 1e -. • — '� . : _ • • • S ,:..•. Snbjrct to.public ;hn^•rs ^_aserents foY__ss;re.rs '^1i:.::_Y; •-:'s;'-- • ' ? _ aleotric trangrri en •es,. leohonA�^��-n i.olt ]`:':a'l, and , ..l rights, `'•an,, of't•'-:e15�s a of 7��hingtr::'in a^:i to thn ^croon r ' of rid•p.-ase1 1;in� within, the 1 s3•of t^P.Rlac}: River. { •- t. r '. • ^a or.,:aid case, .. ,,.. ••1 rat. '\ =']y , . °rr -,h.. ^0)ir_I•!R: •-Il-r•s&?: S. tit t' Lam.. • . . r" ely, the • .•r:,o,1-a: ri. ,to _ .. .a, ', • • •..r, _ • , };,, • t. 1 . �.�p• ,i.. ;ta operate, ar.d ^z'ro1 n1.+ •,r c.._ foyer ,r3r,3j s'_r. 1i ., a:• .,. 4 • - aigne? 1'nes,. `_ne.1::dtr.; the r.-h+ . _.tnll ar_ .,,•i t•tj n 1'.. ^'i: _, .. ., at • y-'_ ,,.hies, •E'Ays, anchars, , -'t,,. _ a: . -.sane.;, ...,ir.• r.n' - r•0' the r :' ftrither.rir„'it .to cl•rtr said r':ht r'r -ray ir.d ::r•-f r,-.. :_. e.c1•-•a•• r . sr.: , '.i.}.'r, - , ' n i • .all buildings, ani all fir hi":-is; err! the ri-ht to . •-.r'• ^ _ tro•o, =f•any„ •. t,, locrite:1 beyo,id the 19 rd.ts of s;dd _ibh --nr way. 6 i + : • ~� • - -l11 brueh, timber, r buildings rrrr:•••^ ',rs,rar': ;=•rrns •.ere°f ar" k `i#••• :the property of the Defense P1 on: 0oroor.'ri r^ f. -nr +•:. li rr , an: • Iv: ^isres=,i r , t i • '_• of by-sale, burrdnC, or3thertirise. ,1 ''.'Y`t•- . - TO ''AT AND ?:OLD the said 713er t. --'_-•:-.. :.`., . fens" k ' , t w� :• Plant,Cor rats:n and its ass1�-, form.. •.-. } r r• t, - � DATED thi i JD=J• d``y r• 1�:�ra f _G - :S,IL_, 1 44. __. t •Y 1 s_i -'. i to tt nU U%.. • _r_Y _. —__.. _.- : • r • • .. -.% -I elsen l .• • .:.,.,R '. .'.1se:1 .'1,`... ;- :,: ,..ran. n• iolse ' =•tAl,„Al-. • ':eo o C. ."h.Aler, `.ecutor• of•the :it ,1" ' 11 of Ads Thorne, Deceased: •• • - ....1 •.. s •4••••.... • " •i•• ..t.1.•••• ps • ••••••••A...`t.i."r•l• • •--.Z•g•••1, .„,•• ?le,.,.. ,, ,, Wk:..:•C't ••••4.—...44. . ''• •ti.... .— • •• ••. ,., '''.14283;,e4E...1 i...t.i..- 71.4-....t.- -,:t.'f.'r*:‘-,-" -f,';'.q::.-'t-t-:•-•3:44":.• ''':'.i..• .. . ••...---. ..-.. ".‘,.:;_16:-.4.7.1 •.0.1f; ts .i.t.''' '"•• -- •;_-`1.• .1 . • s .. ' ' ' .•. . -.. ...--7,1t.-rlt-","-•.:.= "7 AI , • . pA••. Al .......,.t.:4 • - , .• •.‘...!4; , ..,.v'•• -:-.' '• ' ' • - • • • ' • . .- • - '' - '.',9.- - .. . '. --..- ......"'•''''.'"'--.4k: '-‘7,3"'-'-' ' `:".,' ••,: ' t•-•9't , , 4r... , 4'.. . • . • • , ,;••:•:. ''' '....:_ L__sTja.E.:or....icksiu t• • .- • ' - ••'' • -.:-..`•:1''-;- ');$4: i. ...• . • ...., • . •) • .. . . . . • - • I!;' -; • GO'2i11 OF xn:a • •••::'• •.-; as ,. . , \, •••••.,•:-., •, Iii • • ' ••••. • • •• - •-•L±,....g.,. .. 4-_,--.. .. . on thi.i-. ners, . ,_ - ..,.. -. - • • •4•.- g. ' RS, to me known. •;-.4.4,,:. -,, sn - t...-';.r -. : - ' • " - - . Ti.i, - described in arrl ----executed the wi_ din a foragning - -•••••'‘.?-, ...•• •,-• - - • , •— - r.. , •4' instrument, and aok:rxrwledged that she si: ed$%he same as her free and voluntary` .-73%."-`,4-.:: • ' ...i• • ••• i-, . • q act arid deed, for the uses and purposes therein mentioned. . •" ' •''' 7r. Given under my hand'and official seal this 7 day of•A-Ary4-*•••-•4-d....,. ' • . _ • • , • . , - .- •-• --•------ . .. • 1 , • ,.igs.-1,..--. ::..•..: . • - • , . •• - • -7--• :: . ?•Ji A iy..... • . . ttA -t ;2 • . , . . • - •.. . , ••••••'?' 71.:%% ;i:? . . . Notary Public in and for the State • ••••,.' --..-•,•,..t.',.:, .•- , :. •• •'".. "' „; ' . • ''.' -'940TAsittAZISEALk • . 4pf Washington, residing at Seattle. •-••••••••••• :•, -•.. i , • ; -• • t I,' • . • • •• -::-- ' V '-i-• - 4 , . .. . . . ... , „ . . . . . ' 'f' • , • . 4, ... , .. , . . . • . . . , • .• •• . • • ' . StATE OP'ZtSFINGT011 '- •••• • . t'' - ••: •.-; l• •. ',- . -... '= • • 'T.•'',. • • .. .•-.• • , 1.: • • • COUNTY CF' EINt • . . • : i,,... • • • . • •"."...'-'•'''• : .4 . •" ',I;"•‘"T . . . . '' •:1 . -• -• • .'Cm this day personally appeared before me TO ?IIELSni, to me known to • -,,,, - :. •-..- i .n • . 'bet,he cliii,410.11. a escri.bed-in and who executed the.vi thin and foregoing inst --ax, - • • , ; -. '3,.4.• •-•,---E ',,•.;:--.''..t Svo..-.-'''''''''''.' n..t, and acknowledged that he signed the same as hi.4 free and voluntary act and • ' ' . deed, for the uses and purposes therein mentioned. • • • .-• - . :- • . • .?' ,, •'..1 ' '-•'• • • 1,.. .' . • Given under sig---r-d---1 and-official seal this• 1A0/4 day of ,_.. .it-i-_ r-... . . , • , " 1944.---,--- - • • qa .. . ... , .• .. • - •.„..,14;••••". 1ktliit• . - • ' ... - , • .-.... .:x.fkil•,: A ' • • ' ..,...•-,---,•..C.17,-.:;..4 q•ii,-..-,.tp- ' ''''-' - :Ls-4'4'4'.-;.•-•->:`.;\.*:.., . -..„,,.••.4 lin t-t q x•••••• . • . t' , oi•i.4. •,,.• :-.„: .,-, • , 4i•stary blio in andfor the State _ . • •‘r:(5kZeiLLIMW414 . of Washington,. residing at Seattle , ' v.•-z- '.. - -, da..."-6. --nt'It,',•• :: • • • '' A-,''9.10.' ". •:- ' ,.. • -" E...'• •, n• I •,:••••', ,--- . - ..• : • ', -J,;........0,N.,•.• -- ...... -. .. • . E,--,1.. ... -.-.1., .: • or vs:,. •-• • — • — ST1,11‘.0rItiSliINGTCN ) • . .. .i..;;;,-'• - 1' ..•,,:-..,`...t -, ---• „, ••• . -• •• ) ell •- • • . cocarri•Ct ISI413,.. ') 1 . . ' -•-',";-„•.-.--•"•: :, 4•..-•••::-.7, ... •- ' f . ...:+., .•, ' ..''...4! . . . . . .• On this dray personal_ty appeared,before me ANNA NIELS1..7.1, the -"rife of Otto , .,-..., ,- -- ,.. •-•••=,1 s f• • • • Nielsen as of February 1, 142, to me known to be the individual 'Inscribed lh and . .. . , • -"•• ', ; ,,, ;„. ... ..• •. who execrated the within and foregoing instrument; and acknowledged that she signed '. • r•:' '. . ' • the some as her free and voluntary act and deed, for the uses an' riroses .therein %.;.• :-.,-.. ei.-1.. - ''''''! -'• ',ii.ti', , : mentioned. . -. --- • ••t•i• • • - • ' I l'.1 -., • . . - • 1.944_, • ....Caren under my hand and official seal this filt _ ,Ia.y of ,__,?,.43: ±sigt-#. . • . —.- ii.'-ztr-- - . 1 l'i..tq • '- ._ . •- • ,-- • • .• . '", • . . .........V..-;1',':- • .. ..• ._ , , - . • ‘-.‘.. ' F ? ./..••• I, . ., ,t.4..%)•I t 1;.5 •'. . . I " V . ' . • ....:•IN.11•84:•04..•/• • '.:P f zi:LtEle-A----ii—e-------• • - ..;' .. : .;'''. : ,; '• i 1: '• . %f'i‘-'4%;rxillt -vk' ;: • .otary lio in and for tho State of . .,- • . •• : . . • ' ' ...., ; ,-...f :. ..rifixiiVeLL) Washington, residing at Seattle. '•':'•••.',. •,'i, -,\kr.% .•• • , `ds..'-.4:.1.re"4•0)-4- .. . , - ' 7- • - i '1 ' 4!, .; 4..,_-•,, .•-:: .• • oP Totsl ;.4.•. • . '' • _ • • •.•'.4„, ..`,” . 's. •• —:.•40! .--—-. • -t .... .t.rl.• •• . -. , azvi i :mals . _ .4- ._ - • •-•7.-kf_r.. t., .: y,.......• . • .-....... . • - ca %hie day parsonall,y appeared before me HANS P. NIELSEN, to me known ".:- • t '•• *-1 IA':,-, rIr:•••••7'.- •tr• 4. • • •• .- u--, • s be the individual deaoribed in and who execrated the within and•foregoing instill- • ... ••- . 1,,. ',. ,,- '•,, —•• -• • ..: r.... . semi, and acknowledged that he signed the same as his free and voluntary act and , • . ,-; ••.. •,, • , ,F.• .i ...• --.---4-- • -,••:-.'••; . . .4".•• -t• .-.••••:r.--.* - . •-• ... .. .. ''''"-,,rt:•-••: .2'' -'..• • 4 ' ',; • • . ... • ,..:•c••••••.- '' .• ,i. •,.', 1.• • . • • . - , • ' . . ••4 ',...i.-4.'• n - ..• , . . • - • • • 5. . :.•, a --• ..'; , . ,; ••'• • • • •:a 4‘I .tv • - '..t.k- :, .- .• • ., .;. - -.- . . _. • „. ,,',-:.....:: - ' .: . -, -..-...•,•••••; . . -,4.-.....•••::‘,.,.• • •- - -:-:-. - , 1 ' •-t ••, s,,ii,:=';.e : , :•• .-m . i•oaf.i....; — - • *.:•••''... `;'• . . . ........ ....„ , ._: • , - e. . ... . .. .. 1 ..., ., ... , ,., .......... . ... • •• . . .. . , • • _. . ...,.; ,••r '• - - ' t • !E U. .2_ ., .inL it rt•F- ..e .'l.... . • • _l.l..y... .Y.' -:1s•-- : P •S_ � . - -_ •• . ;-s^' '' ' "='1 4;. e'• ,r deed, for the.uses_. v .r T• l .� • __— � aI . . .21 I i'^ , . Given under •hand and official / D day.of' yw µ . • i...-2. ! ! • .,. if['c' il lF� .�2 =- -0��,'*'o-ya.. Rtbi-..c !IT alit;for tno• State -.t e �- r ••.,:1�11, c 'h) - of 'as'':ington, residing a,t Seattle _ • - • r l , 'ti-. t f. ,'•4;•::.-. STATE-OF IfA.WINGTON. ) r•-'1, On tMs dzt reracnallv anoe,red before mA .AZS? .' ;P:,V NNE SE'•:, th. wtfa. • • L. • -'' of F.ans.P. Nielsen as of Febmarf 1, 1942, •to -. k-••••r•:••• 'n •••• ..-vi+i•:1: ;;tq:--- ar"4�3 • • ' cri a,bed' in d who exp$ntea' the within ar' fore ;o:r'g .•. `•: . -'t,,ami;a-1:''•'slf''. , at'• siined the same es her free and ^olur.Lsry ' t--•- a''., for he ' r.-,:: ' t - r ''f purposes therein etentior•e!i. �--' F. • ; ?� Giten under ray hand and official seal th!. -�L___ -: , .C2E• -1 _*..Z._, ' • `. k - ?�1,: •��i iro:ar i'ubTiein and or the c•.ate' jitY.�, -J .':• 'tL ,1 Aiy�yo,A1� of shirgtor:, "siding a; ea-tle_ ! , -- .4 t: A�477.k -.ti,: — • • • t:r t * • :tit:, ti!Y.}E�,.•' ct . . .. ram- • .� ,. „_ • t ' �*• ST.0%`OF WASHINGTON ') - •'' y; �" y 1 :y:•,="• COUNTY,.OF KING •' ) _es: • K, _ a i •. y / t' +, On this day nersoclally appeared hnfor -e .•-'-:•• 'eriEELF2, .r.• :t.or'-f ' ` '044 the Will of Ada Thorne, •dAceaaad, to re kr•Tr, tr. `_•e .• a, ..':id::al !..- Abe: ir. • ;.'' i :; • , ,ind who executed. the within and foregoing '.:s'rUrent, 1 :•: -krnwled:ed that. he i' 1 ' •+M1•-::• signed the• br�ile as his free and :olurtarr act an'; do- .. '-- th•-• •:cer nrd P,lr-'cr. �.if �' •-ax -therein mentioned. _ _ - (`t. i ° 1" ". /�� • r r. 1 ... Given under r..•( ..a fl"� 4!u! Orr:'..'_ .. _ . .__ k'1._ .'�"-� _ z • ,. .K•.•,•V',..,ir'-5.,N• .:-1•.:,t• . • -lar['r... •.t11 :;t: 4n �'1 -t'- ',II:,(NOTARLAL'•SEAL) •,f :••• .•1•. • :, .•i:_ n n• ,.'.le • • • '1 :1: L,1v t ' a:: ), ��,G�j se. _ • _ .yit • �- r r - - Al - • .,at. fffHHI�I�I7�711 ail • . -)'t Zf.!(�7•Y. 11 . t� piW grP 6jej - �-= -_ --- - A Io eoeeTAst Plzu QSIir: In1Q[8 . T£ . ' .it' fPeettr w I . TE* N icaDr it 7¢Tt�� -1I �; i; • _ ( t�PTj a_ 'IItBTf[ 'T iYI<I► /' • • . 1,71..1 � � ens e� 1 ;.'i —. - • ( _ feria *IR : 9z - `:1 ( '3EI7.00 *a :'IKYr pay KYI?.og '0 L111313,/g:i ;';. - : t; ry f YD : F$1 ( f1OJLIIa TIRVID • , £z r". , , 'till !efTa eTR ZZ i.t. 711.1•Y: zaps w• oZfliva SYOHillt/ • � f femme . IF. ( .4u .S000V vliiavr. Puy SOOOk tt];lor ..^ OZ I ' ~� ( '13IRYA asioli P20 lawn 'X .a ' 8T Ie r t e3 pi III(i.., ! q‘ • •.gv•.t3. 1 .! ( 'H1Afl9f TIialx Pas rnuit. 'i I»r/',; 7.1 • ( ! ( • ;V f. .. 'Pi 'EntiliI . 9T - : : ' i 3R.1 s' inan0anr • ( too givr yell NSS'IIIY 'a SET ; { I ST . tejT. eTA • i ;'. . ( - 't:YI'ISIR KNY Pfl• IIrI�I 053O/ 4T i '•'. ( tPepMoeP '3Nti0Ri 'fa', AO iSi/; Li . . .1.. :31i . ( .. . -. --- . .. r ( -' - I tSS DS 'a TTIg/ Z T • . ._ _ f �1 : ( trolgesodsoo vidioTt ' ^-1'1 - • I' ( w 'NOiRIPFYN 'ILEX)0 911II T OT t' - ( I S rtrbi YSOH TNIE30/ . .• ( 6' I;:., • f■O.DII • I•• ! -Hsvk D giYI,B 'iSiiflOO DIII fQ f • ''' ( a:iivn i s aNTI d0 SIE02Iid IITi1IO 1 ( 1 ( s onol 1,I i ad 9 ( S ( 'YOTII:'Dfl d0 oral( aBiIJD.. ._�' ----- • • • ... S K0I S]Al:l Y]Li11410$ . 7 ROi.9RINSY* AO i3ItiSSIa I83SSRM �I L104 - S-,SYSc a:�SIxn I AC S'IIIO0 SJIXISI '{HI .[I ` - • • . 794E(i4.' ' - ;'.. .•r•,tr : - gj93Ptfd (:t: `or, :: :°'� ' ' • • • • • . .: i i" :,,,, , .', .,. • having a Lim j ;�, i ....:'''...;:- ? . • • 2 W right, title, •elate. lien et : .wrest is the real estate described ) .3 . --3 in p d 4 � titie& hers, _ -- --- ad•ats. S • on to cm heard •n motion of petitioner, G • 6 I. THIS CMS! •cainig . - 7 I -Vatted hates of aasrioa fez the entry 9f a jwdgm•nt on the Declaration of • 8 • Teir4wg filed in the above-entitledcans• and for an order dir•oting the irmid- •. • 9 : into right.of petitioner to enter upon the easement properties that are the ' _ +- .10 • subseet of this condemnation, to the extent of its right under a perpetual sass- _ ...•__-.t. 11 -. seat end right of way bronsin dworihed and . hearing having been held in open -`• - 12 Covert on sa• id notion and said Deolar'ntion•of Taking,, tha__Geart 4or+-.t•'r*bTfl°d' ,-` 13 1. That the Petition in Covi•maation was riled at tits •_, 14 dire•tioa ad wader the authority of the attorney General of the IIsitea States _ 15 pareoaat t �. o the pqusst of the econatruoti•n Pinanoe Cerpsration which]as ta. lr 16 power to acquire for the Gaited States the perpetual right of war and easement - 17 dss•ribed in said Petition. - 12 18 2s That the IIait•d States is entitled t• aequi p! y • • • is edasm;dosria for the purposes described in said P•titen..- _ _ ;` • •20 - S. That a proper limor'iptioq.of.the land;ins rtb.`-ti�r, . - ?t 21 agrees and upon whloh a perpetual easement or right of way is •ought to bg'taksn • • .. • - 22 ' of lakisd. • _ 22 softie/east for the ldeatlfioatioa thereof ie ■et out in said 9siara�laa 23 ' '- 4. Ihat sail Declaration of Taking, by in f5dibit Pi• att.ot 24 tler.to and m*ig.a part thereof, a etatorat of the estate or Sat —_-• .. • 25 I iii1i Lad■ tabs fir the public use. 26 5. That a map or plat oemprisiag said mesmerist strip is • :;' 27 I this soademsatios-wait'U Exhibit aSe and referred t• is the D•olaratisn • 28 28 .29 et Taklat • -- .29. 1- • S. .That a statement is sont.aiaed 1a .ri{DeeLra4la• d 30c: J ' s 1 - et tLa sine of money •stisted by the_lesenstrnetiea•Theme Cerp;at . -• • %S the sum of Three thenssal Six Eupdred Twenty Seller' � 3.�'OC)• ' _ _ . z: _. • • L. •• — • . - �_• L ri`y` _`� �` �� •-. jam . • .,. r'. ..._ . .. .. .. . . _. . . I . •- . .. , . . . . . . . ., ... . • • . ,' ' ;of' K-ire ' • . . .22'1.) ;.!1^E617' 0 . • • .7 .: ' ; •:';'. •••••°-• " ' ". . _ . . •••••• 1 . , .. .. . "-..... •-• •••.• . • , 1 ..• . • •••• . , L • . - • ___ •• • .. . .... .- •• , . . r . . . _ • '.. . : .iiii-sk.Li-alum has been deposited is the Registry irthis Cesu-t. alai the Court i . .V.1 1 . - ..., , "....1 I win rally advised la the prilli4.ees,I . . .. . . ...") TOW, fiValTailit, :I' :8 ]*.rJrBy 031110141, AB.IUDd131" Ped DICIIIIED. .._ . - , i ... 3 -• . . . . . . ' 1 ' . ..•-•,-,../ *. : ' : •• ... • .- • . 1,, .That tJaar• 'A vested S.a the United States of America • perpetual right of way and c.r serietit a.. to, crver, i‘crosi end u,A.,. tie land dos- _ "aribild1"111.• Iszhibit 'A" .hereto xttaciipts, fur ttle f•llawi.nt purposes. namely, the .:C perpetual right to enter5 maintain, impair. rebuild. operate •1.14A e .. - ::te or more eleotric power ts-ansmiss:ou lines and Et,:vurtenant si,;na: lis.as, ,noludine the right to erect such kraus:slam:oh . ._ I ; . 11 , . ; :: • • . . . . • . . • 1 .,---•Ain& other appurtenances •s •re /16.'.011Slari:,7.-.::::::retha: fwlurtrehe'er" h7.t:72leiL, arTherigl' - . . l'''''::::::‘ • J.- rit,htof wv.t...-4 r.o.,... the. eektis zloar of orusr, timber, all builuin,‘,/., snr1 all fire :i-11.,..T.:4'',..,'.1.. • e ); . ..__ ailoolrla.:noviotue.Otidbie•gyhondreonleistbril.e.cacmi.luisomentaitthao I 1[ :i- i • . .. 1.-53. ...... Poha.gas rr eu 1 P st:ar ti ldr Yel ree of d'Itb t j i,Ill el 1.'.u 1.....:i0:6 l'twth.d e:ir l''Ar"t a gh:.2'tg::"sr'c'rf ofact A 1 ihlt.h . • 21 stion of water aervie• and for water, electric Licht, power or sewer r•rvio• furn- 1 . 2 !shed by ally city, town or d let r I.,.:...tad •ubje7t to water ri,...nts„ minini. rights, • • bolted Stat.:. is given tio. perpetual right of way or easement la situate in Liog • . 'it . . ^ 27 1 •il.L..1• .,.1 . _. • •,:i c..;ic.;1 .. .. to the exteet of it. rights- under tba perpetual right of way and easement.hare to- . . . .. .--• . disposed of iiy Ijd lb. ourning or otherwise. ..... r4e:1 aiapr au tb:orlr rr"i f'c iou tri.s:1%tufa u oin and oll'i tY•si n'ols o r s in Luterest, and is a y be ; 1 ___ All rights of wa• or easements taken in this oeudemuatioo --.-... L. :9 for ezistint, ,1 re tints*, conduits, irrigatios. and drainage lines, pri4isM..-..eartals; ---• - - and rights of wa of pupils utilities, and saujent to any unpaid charges for insta 1- :23 2.1 . 2E: 28 ; er matter, relating tnareto. •• 2, t1i-t Uhe land IA, to, over, a•ross and upon which the etnrat'f• lra•h.lo.,t..,a aa4 I.• demo ri o..d in Exitilit 'A"-. Irtli.ort i s dgIcii a part•of thl•—•. --- ,7wiicsoeizt. IT 13 7,TRTIffR CRI)V7P, ADJuDczn and DISCRSIED that possession% _ . ..II er the abirsis-isiFeribed land be delivered to detitionsr. United Stat-s of Aisrlea. . - 307 • . .... .,•-••ltere dase ri ea 3. il b94 the jj'-'1.- -- --- --(-' - ::'-'------- -.4. 49 - . .. 14. y• . 1 .;..; I 1 t . „ • ." le i '• ',"1. 1.-:.1, ' . I-; l'• •"' N.; .. - . . t :i i• __ , 1 ,!,•,....?, DONS II OPEN COURT this . ji day of c.,..4,..). . , 1444. • • .1„ ,. .ttr, ..• . . _ Freasstad.. . b . , •7 . Y1_ ... —,:"- -;•-,-. 7 - ...6.7t....,.. -;._ . ':( ;;• . .. , United hates Distrist Judge L .. ,. .. naativaia _. . .. . . - . •-•- ;,.311.8.5.3.44aariehy 1. . • • virgarturrt _of pm-t-tee —e— - • • - •• ''..• ,I'‘ •-.. . • • .. . .. . .. . - tf!'ir • • . ' isj'IA.ii ':'F'.: 11‘ .':••••-.4.7•, .. ,• vi-V;--.:•'-• •• • : .1 ' .. ,-- . . . . • • • ••.•• 0'1.1;4 . _ . .2 -,:11 • .. . ..--• ',:_ . . .. .-: ,' • • • • . .,... . . • ifigi .` 't• •• ".• ''.. • .. . .. . .. . 22.-: 7.-..• -..",Wiiii.4".;.'N ' • • WHEN RECORDED RETURN TO: _N RECORDED RETURN TO:Office of the City Clerk x of th-= .:.,ezk Renton Municipal Building 5 A-0:1;3-92 .ton Municipal BU:.l' 200 Mill Avenue South ^at.'�c�• - Renton,WA 93055 FIRE LANE AND OPEN SPACE EASEMENT THIS AGREEMENT AND OPEN SPACE EASEMENT (this "Easement") is made this 0-t)i day of September, 1992, by and between RENTON SHOPPING CENTER ASSOCIATES, a Joint Venture ("Grantor") , and the CITY OF RENTON ("Grantee") , a Washington municipal corporation. RECITALS A. Grantor is the owner of certain real property located in the city of Renton, King County, Washington, as legally described on Exhibit A ("Grantor's Property") . B. Grantee is a municipal corporation located in, Kit County, Washington. C. The parties hereto are entering into this Eanemet to set forth their agreement regarding the grant of an open spac easement by Grantor to Grantee covering a portion of Grantor's Property. Now, therefore, in consideration of the premises and -- the mutual covenants and agreements of the parties set forth jc7 below, the parties hereto;agree as follows: CD 1. Grant of Easement. Grantor hereby grants to 5 Grantee for the public benefit an easement on, over and across — portion Grantor's Property legally described on Exhibit B and C depicted on Exhibit C (the "Easement Area") . 2. Use. This Easement is granted for the only purpoe of providing emergency vehicle access to the Building owned by Grantor and located on Grantor's Property. This Easement in a public easement, provided that such public use shall be limited to the Easement Area and shall not include ingress and egreits tc the Easement Area over any other part of the Grantor's Property, Grantee shall not construct or erect, or permit to be construct( or erected, any fence, building or any other structure of any kind within the Easement Area. 3. Non-Exclusive. This Easement is non-exclusivL, at Grantor reserves the right to use the Easement Area for ing:tess, egress, parking and utilities, and for all other purposes which do not prevent the uses permitted by paragraph 2 above, pro'ridec however, that Grantor agrees not to construct or erect, or uermi to be constructed or erected, any structure on the western Most ten (10) feet of the Easement Area. 4. Maintenance, Repair and Expenses. At its awn cost and expense, Grantor shall (i) maintain a twenty (20) foot bide lane witpin the Easement Area in a safe condition suitable tor emergency vehicle use, and (ii) shall make all necessary repair( or improvements to the Easement Area. c:\be.\north...et\f1r....t —1— . Wm • V a?. '` v . it' 1 pl r fl ki\ u, • I. y,t% A M\,,®Oy c • ,O ..1\ et • 4.1 V. • " 9- V ', .0 q, •, 6f9 �e P 1 . �' h % Iq•1i •ogl .a�^ .®oyo 3 Lq , ,r, '0,44 ,;,.. q. T r, 9S t,�� \ 104�o'/Y,. t1 y%la n' . 9 y /1 ii O 1 ' mot, o .%'rv. III J, 1 t of Oaa 04, . \ik. W 0 1s iupc/ PG') (dl,4S11 ��� ;• g. �.•.cj'c• i�c�It• II `•c `� ' • S ' O ,�.�►.11.r Q ��:, i•p • r'pSi a/y sOn ', 7 V $z-IF1 .y:.Y \ °r d Obi •S Qin pv [lo l ofl wt v ,` • � " 01 ®r 1,^g I— -1 L 7 9 r N g 9. '1"'yt�py :�_'� d o 1'0 y o� \ ®o>��t �,t, 1`r` ,,gy,pp s ,,/ • �'" ^ , '• • �. �p(1'b 61.r ' t►1n j. ,, \ 01.1 H1 (L '/ nti •rlr r rr Iti ,a 6 ‘ 4 '(•; ( -� fV61 Z /a'�r• ,vpt•pI•lo.v t ' tt 11 (1 n ," �s vi T s v� Io s r.c ov t, \ , d \•� n� • Obnwoc or•I,n' �� ��o�i cd ac'IV/ u/;oi :1 �'•I C� �� ` :. La'�1 (, ' n,, 4 • 7r/ �, o Q ,� '� ®Y 0�py OA V. 0 � Ito L tl � u� •.1 41 1.0 1r/4 0l P. N� ••1 41, al 4.0� 1 •� qt cc A orr \ .�I��;•ors ice. 1S awn S 1,_�f I=` , a - -...r•,•:, yr 745 9F Dvr) 1,77a2%rrty.v •tiFi•i --- sr .-•— O - O . {MEN RECORDED RETURN TO: RECORDED RET1':'`I TO:Office of the City Clerk :of th•�.i:..Y1t Renton Municipal Building SA-038-92 • ,Munldpal Bte, :en Mill Avenue South Renton.WA MSS FIRE LANE AND OPEN SPACE EASEMENT g: i THIS AGREEMENT AND OPEN SPACE EASEMENT (this "Easement") is made this ]'.Jiday of September, 1992, by and E between RENTON SHOPPING CENTER ASSOCIATES, a Joint Venture v.' ; ("Grantor") , and the CITY OF RENTON ("Grantee") , a Washington municipal corporation. ; .E RECITALS ;j 1 A. Grantor is the owner of certain real property ; located in the city of Renton, King County, Washington, as P: S legally described on Exhibit A ("Grantor's Property"). 6 B. Grantee is a municipal corporation located in King ' County, Washington. ,i: i l C. The parties hereto are entering into this Easement ""4 to set forth their agreement regarding the grant of an open space x easement by Grantor to Grantee covering a portion of Grantor's 'a Property. .a ;. •of 't;, Now, therefore, in consideration of the premises and ,_; ;�:) ,x — the mutual covenants and agreements of the parties set forth ' ;o below, the parties hereto agree as follows: ,1 r 0 -_ •1. Gzant of Easement. Grantor hereby grants to )? • "- CD for the public benefit an easement on, over and across a 'o — portion Grantor's Property legally described on Exhibit B and - ,- IN depicted on Exhibit C (the "Easement Area") . . ,, :a 2. Use. This Easement is granted for the only purpose m of providing emergency vehicle access to the Building owned by 1 -t, Grantor and located on Grantor's Property. This Easement-is a :•'r • public easement, provided that such public use shall be limited ;Jl = to the Easement Area and shall not include ingress and egress to • ,- the Easement Area over any other part of the Grantor's Property. 1 Grantee shall not construct or erect, or permit to be constructed ,rm or erected, any fence, building or any other structure of any ;{ :"_' kind within the Easement Area. t "" 3. Non-Exclusive. This Easement is non-exclusive, and Grantor reserves the right to use the Easement Area for ingress, .A egress, parking and utilities, and for all other purposes which :;� • do not prevent the uses permitted by paragraph 2 above, provided, ,`+ • however, that Grantor agrees not to construct or erect,. or permit i to be constructed or erected, any structure on the western most :• ten (10) feet of the Easement Area. 4. Maintenance, Repair and Expenses. At its own cost , and expense, Grantor shall (i) maintain a twenty (20) foot wide lane within the Easement Area in a safe condition suitable for emergency vehicle use, and (ii) shall make all necessary repairs or improvements to the Easement Area. c:lenlneru...IN tv...••t -1- ' I • r,c .� 1n 0 0 . 1 • • • .. s •:r f 5. Easement Term. This Easement_ shall be in force and effect for so long as a building exists within the twenty (20) feet east-of the eastern most edge of the Easement Area (the "Easement Term") , and shall not be a covenant running with the . land. In the event title to Grantor's Property is transferred, assigned, or conveyed by Grantor or its agents during the Easement Term, this Easement shall be binding upon and inure to the benefit of the Grantor's heirs, successors and assigns, such that each use of the word "Grantor" shall also refer to Grantor's I : heirs, successors and assigns who succeed to Grantor's interest in Grantor's Property. i 6. Waste and Unlawful or Offensive Use. Grantee shall not commit or suffer to be committed any waste in or upon the Easement Area, or maintain any public or private nuisance or any other action which may interfere with or disturb the quiet i enjoyment of the Grantor's Property. Grantee shall not permit y the Easement Area to be used for any improper, offensive, or -a: unlawful purpose. 5 • 5� 7. Entire Agreement: Amendments. This Easement '= f%.1 constitutes the complete agreement between Grantor and Grantee. 1= O01 There are no terms, obligations, covenants or conditions other than those contained herein. No modification or amendment of it this Easement shall be valid and effective unless evidenced byan ti == CD agreement in writing signed by the party to be bound. ;o s 8. Severability. If any terms, provisions, covenants � or conditions of this Easement should be held by a court of - competent jurisdiction to be invalid, void or unenforceable, the la _¢ , remainder of this Easement shall continue in full force and :c effect and shall in no way be affected, impaired or invalidated • -Lathereby. '-� 9. Exhibits. All the Exhibits attached hereto are s�.• incorporated herein by reference as if fully set forth herein. W . 'o , IN WITNESS WHEREOF, Grantor and Grantee have executed 'V') this Easement the date and year first above written. = GRANTOR: GRANTEE: RENTON SHOPPING CENTER THE Y OF RENTON ASSOCIATES, a Joint Venture - By: Northwest Building Corporation, By: a gener partner or n At t: ' By:__ /.4 /• ...4--- (1 ,--6L, By tr., . J mes J. D d, ., City C). r resident / • •7r, Y•.fn • a • • • STATE OF WASHINGTON ) -- es. • COUNTY OF KING ) • 4ti- On this Ii day of September, 1992, before me, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared James J. Doud, Jr. to me known to be 1 ' the President of Northwest Building Corporation, a general • partner of RENTON SHOPPING CENTER ASSOCIATES, a Joint Venture, a •^ named in and which executed the within and foregoing instrument; and James J. Doud, Jr. acknowledged to me that he signed the same as the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he was authorized so to do and that the corporate seal affixed - thereto, if any, is the seal of said corporation. • 1 IN WITNESS WHEREOF I have hereunto set my hand and = I affixed my official seal the day and year first above written. 5r- I 1, ( q ijo ?, , Nota ublic it at�dJfor the ��t� .�:,�Y State of Washington. ▪c Vim.'SSIc N EN My Appointment Expires: 1.1(0(q�P evr o . ed VAR r W _ CV ' ' PUBLIC' =o l'e =-r- =▪o o = O, J • e. ' c:‘ee.l+erOmIllkftr...+c -3- ;: . ; __..._ -- -_.-. . - m.:.v...i n • 0 • - - EXHIBIT A LEGAL DESCRIPTIOii . RENTON SROPPlNO CENTER PARCEL At i :hat portion of Henry H. Tobin Donation Land Claim No. 37, and of covornment Lot 13 , .n Section 18, Township 23 North, Range 5 EASt, N.H., and Traeta 1, 2, and 4 of 1 Supplemental Hap of Renton Shore Lands described as follows: 1 9eginning at the intersection of the Westerly production of the center lino of Third i Avenue, in the City of Renton, with center lino of Primary state Highway Ne. 5, j which point.io oleo described by the coordinates x equals 1,658,127.77 and y equals :78,126.72 according to the Lambert Plano Projaction for the State of Washington. I North :one, the meridian of which production is used herein; j . :nenco South 28.40'50" East, along the center line of said Third Avenue 234.05 feet , to an intersection with tho cantor lino of County Road No. so (ALSO KNOWN AS Third Avenue Extension) deeded to King County under Recording No. 813638; thence South .7'25.10. Heat along the canter lino of said County Road No. 80, 413.28 feat; thence south 12'34.50" East, at right angles to said center line of County Road Ho. 20, 30.00 feet to a paint an the Southerly margin of said County Road No. 80 and the ; true point of beginning; .•, continuing thence South 12'34'S0" East 109.49 feet to an intersection with a line which is parallel to and 191.22 foot Weoterly of, measured at right angles, the •! Westerly margin of said Primary State Highway No: 5; ii j ru thence South 19'57'20" East, along said parallel line, 243.67 feet; 1 . , 0/ thence South 59'31'38" West, at right angles to the City of Seattle power , ▪ ..4• tranemioaien Line easement recorded under Recording No. 3664559 and 3429774, 805.04 — feet to the Easterly lino of Tract 4 of State Washington Commissioner of Public f O Lando Supplemental Hap of Renton Shore Lands; I ' N thence continuing South 59.31'38• West 10 feat, more or leas, to the Westerly line • S of Tract 4 of Supplemental Hap of Renton Shore Lando; thence Northerly along said Westerly line to the moat Northerly corner of said Tract ar.d which corner also lion on the Easterly margin cf a street 60 tees in width as platted in said Supplement Hap of Banton Shore Lands; • thence Northerly along said Easterly margin of said street, being an arc of a curve, . tho canter of which bears North 67'53'38" East, 329.84 feet, an arc distance of i W 70.52 feet to the moat Southerly corner of Tract 2 of said Supplemental Map of ,F .lonton Shore Lando; 3 o thence Northerly along the Westerly line ob.Tract 2 of said Renton Shore Lands I o :72.47 feet, more or lees, to the moot Southerly•polnt of a strip of land doodad to .w :he City of Renton by deed recorded under Recording No. 5208793; . . N, thence Northoaatarly along the Southeasterly lino of said strip following a curve to u. the right, the radial center of which bearo South 52'31'32" East 229.84 feet, an arc 4 distance of 206.14 feet to a point of reverse curve; 4 . ., thence Northerly .:long an arc of a curve, the center of which bearo North 16'43'07" west, 100.00 feet, an arc distance of 145.30 feat to a'point of tangency; ' m :.hence North 9'58'22" West, to the Southerly line of Primary State Highway No. 2, . 11 :hence Northeasterly and Eaotorly along said Southerly line to a point which bears ' w_ North 77'25'10" East frcm the true point of beginning; .r :hence South 77.25'10" West to the true point of beginning; ;�I EXCEPT that portion lying within strip of land conveyed to City of Renton for Third w Avonuo by deed recorded under Recording No. 5208793; 1: O 1.1 N Situate in the City of Rontcn, County of Xing, State of Washington. i••(1 . ' PARCEL BI J That portion of Henry H. Tobin Donation Land Claim No. 37, and of Government Lot 13 " • and 15 In Section 19, Tcwnohip 23 North, Range 5 East, U.K., described-ao follows, j Beginning at the intersection of the Westerly production of the center lino of Third Avenue, in the City of-Renton, with center lino of Primary State Highway No. -5, which point in also described by the coordinatee x equal° 1,659,127.77 and y equals . —-^-d'ng to _.`.o Lambert Plane Projection to the State of Washington, North :one, the meridian of which projection is uoed herein; ' :hence South 65'40'50" East, along the center line of said Third Avenue 234.05 feet to an intersection with the Center line of County Road No. 80 (ALSO KNOWN AS Third e Avenuo Extension) deeded to King County under Recording No. 813630; thence South . Se 7 77°25'10' West along the canter lino of paid County Road No. 80, 413.28 foot; thence South 12.34.50' Eaot, et right angles to said canter line of County Road No. L'0. :29.49 feet :'o an intersection with a line which is parallel to and 191.22 feat westerly of, meaeurcd at right angle°, the Westerly margin of said Primary State Highway No. 5; • thence South L9°57'20' East, along oaid parallel lino 526.25 feet to the true point of beginning; .-..., continuing thence South 19.57'20" East. 398.55 feet; thence North 70°02'40' Eaat at right angloe to said Primary State Highway No'. 5, a diotanco of 191.22 foot to the Waecerly margin of said Primary State Highway No. 5; • thence South 19.57'20' Seat along oaid Westerly margin, 163.12 feat co the Northerly , line of a tract of land doodad to Chicago. HiLwaukoo and St. Paul Railway Company by deed recorded under Recording No. 2354680; thsnco North 83'24'59' Weat, along oaid Northerly Line 921.24 foot; thonca North 59'31.38' Eaet, at right angles to the City of Seattle power • tranamiaaion lino aaooment recorded under Recording Noe. 3664559 and 3429774, 162.58 foes; thence North 30°28'22' Hoot, parallel to oaid power lino easement, 32,00 foot; thence North 59.31'38' Eaat, 487.14 feet to tho true point of beginning; .• } EXCEPT portion thereof conveyed to the State of Washington for widening of said ;1 Primary State Highway Ho. 5 by deed recorded under Recording No. 5109066, 7 Situate in the City of Renton, County of Wing, State of Washington. ' PARCEL C: ' ... That portion of Henry H. Tobin Donation Land Claim No. 37 and of Government Late 13 •4.1 '' and 16 in Section 18, Township 23 North, .Range 5 Eaet, W.H., deecribed as follows; ..... Beginning at the intersection of the Westerly production of the center line of Third N Avenue, in'the City of Renton, with canter lino of Primary State Highway No. 5, M which point Ls also described by the coordinates x eguala 1,658,127.77 and y equals 1 CD 17a,126.72 according to the Lambert Plano Projection for the State of Washington, North Lone, the meridian of which projection le used heroin; _ i C thence South 89.40'50' Eaot. along the center line of said Third Avenue .34.05 fact ° I N :o as intersection with the enter line of County Road no. CO (ALSo : ;ouu AS Third as. Avenuo Extenaionj deeded to King County under Recording No. 813638; thence south 77.25'10' Wee: along the canter Lino of acid County Road Ho. 80, 413.28 ' 3 foot; J I- ° thence South 12'34'S0" East, at right angles to oaid cantor line of County Road No. g • 80, 229.49 feet to an intersection with a line which Le parallel to and 191.22 toot ude i weetorly of, measured at right angels, the Westerly margin of said Primary State 'c -. . ,; Highway No. 5; ! thsnco South 19.57'20' Eaot, along oaid parallel lino 243.67 feet to the true point r I of beginning; v. I continuing thence South 19.57.20' Eaot, 282.59, feet; co thence South 59'31'38' West at right angles to the City of Seattle power ' a•� transmission line easement, recorded under Recording Noe. 3664559 and 3429774, 4e7.14 feet; . .a :hence South 30.28'22" Eaot, parallel to said power line easement, 32.00 feet; C:• thonca Southl59.31'38' West, 162.58 feet to the Northerly line of a tract of land _= deeded to Chicago, Milwaukee and St. Paul Railway Company by deed recorded under .)- i Auditor's File No. 3254680: i "a thence North 83'24'59' Went along Said Northerly lino, 139.95 feet to an angle point W• in the easterly line of Tract 4 of State of Washington CCmmiaeioner of Public Lands t • f Supplemental Hap of Renton Shore Lando; f ; 1 ' thsnco North 30'02'37' West nlcng the,Easterly line of said Tract 4, 163.33 foot to an angle point Ln said Easterly Line; :'- thence North 24°18'58" Went, along tho Easterly line of oaid Tract 4, 62.53 foot; thence North 59.31.38' East 905.04 feet to the true point of beginning; TOGETHER WITH that portion of Tract 4 of Supplemental Hap of Renton Shore Lando D adjoining and lying between the Westerly production cf the Southerly and • :;orchweaterly Linea.of said premises; Situate in the City of Renton, County of King, State of Waohincton. PARCEL Di + • ALL those portion!) of Government Late 13 and 16 1n Section 19, Tcwnohip 23 North, Range 5 East, W.H.; • l • • • AND of Tract 4 of Supplemental Hap of Renton Shore Lands, lying Northerly of the Northerly boundary line of the right-of-way of the Pacific Coaat Railroad Company, tying Westerly of the West Lino of Shattuck Street of Smithero Fifth Addition to the ,Town of Renton, according to the plat recorded In Volume 16 of Plato, on page 33, in Xing County, Washington, and Southerly of a lino, doscribed as followo: :;M Beginning at. a point in the West line of Shattuck Street in said Smithero Fifth Addition to the Town of Renton, distant 25 foot Northerly measured at right angles, t rem the Northerly boundary Line of the right-of-way of the Pacific Coast Railroad 1 Company and running; thence Westerly parallel to said boundary line, a distance of 425.00 feat; thence Westerly along a straight lino, a distance of 710 foot, more or lose, to a ooLne in the Heat line of flald Government Lot 16, distant 265 feat Northerly, moeoured along said Went line from the Northerly boundary of paid right-of-way; thence continuing Westerly along ldac mentioned course, a diotanco of 415 foot, more or loaa, to the Westerly lino of oaid Tract 4; J EXCEPT that portion thereof lying East of the Weeterly.11ne cf Stato Highway Ho. 5; :! • Situate in the City of Renton, County of King, State of Washington. . i PARCEL Et That portion of Tobin Donation Land Claim and of Government Lot 16 in Section 18. • Township 23 North, Range 5 East, H.H., described ao follows: i'p Beginning at a point which is the intersection of the center lines of Third Avenue, _1 : in cho City of Renton, produced Westerly, and State Highway No. 5 running t thence South 19'56'20" East 488.18 feat; • : N thence South 77.25'10" Weet 30.25 feet to the Westerly margin of Steep Highway No. 5 C,7 and the true point of beginning; • • O . thence at right angles to oaLd Highway-South 70'03'40" West 19:.31 feet; `tT thence at right angles and parallel to said State Highway South 19'56'20" Eaot 320 — feet; thence at right angled North 70'03'40" East 191.31 foot to the Westerly margin of N :tate Highway ::o. 5; i.T. thanco North 19'56.20" Hoot along acid Westerly margin 320 foot to the true point of beginning; t • i . • .- • EXCEPT that portion thereof condemned Ln KingCountySuperior p Cou{F cause No. 547667 , 4- • for Primary State Highway No. 5, Black River to EarlLngton; 'U ' •r 'c Situate in the City of Renton, County of King, State of Washington. •W H PARCEL P: • u. • o That portion of Tobin Donation Claim in Section 18, Township 23 North, Range 5 East, '- W.H., described as follows: • r • J egianing at a point which is the intersection of the center line of Third Avenue in o• the City of Renton, produced Westerly, and State Highway No. 5; • = • thence South 19'56'20" East 388.18 feet; thence south 77'25'10" West 30.25 feet to the Westerly margin of State Highway No. 5 • o• and the true point of beginning, Wthence at right angles to said Highway south 70°03.40" West 150 feet; • , o � thence parallel to said State Highway South 19.56'20" East 100 feat; thence North 70°03'40" East 150 feet to the Westerly margin of State Highway No. 5t } thonro along the flame, North 19.56.20' West 100 feet to the true point of beginning; • • EXCEPT all that portion of the above doocrlptlon lying Northeasterly of a lino drawn f' , carallal with and 45 feet Southwesterly, when measured at right angles and/or • radially, from the canter line of Primary State Highway No. 5, Black River to • • arlingtcn. . Situate in the City of Renton, County of King, State of Washington. ` t 'hP.C^ fit That rcrtion cf Government Lot 11 in Section 18, Township 23 North, Range 5 East, W.H., and of Henry H. Tobin Donation Land Claim No. 37 in the Southwest 1/4 of said Section la, AND of Tracts 2 and 3 and the Street platted therein of the Ccamieelonor • ' t= • Public Land supplemental Map of Renton Shore Lando, amid etroet new vacated by Ordinance No. :849 of City of Renton, doacribod ae foilowa: Beginning at the moot Easterly corner of oaid Tract 3 of Renton Shore Lando; thenco Southwoaterly along the Southerly margin of Primary State Highway Ho. 2, a diotanco of 2.18 feet to the true point of beginning; thence Eaetarly and Southerly along an arc of a curve to the right having a radius =di of 33.63 foot, an arc distance of 106.58 foot to a point of tangency; thence South 59.31'38' West 88:92 foot to a point of curvature; thence Nootarly along an arc of a curve to the loft having a radius of 389.84 feat, an arc diotanco of 150.04 foot to a point on the northwesterly margin of the otrooto platted in paid map of Ronton Shore Lands; • thence Southweotorly along oaid Northwooterly margin to the North line produced Eaotorly of the oouth SS0.92 foot measured diagonally along the Wostarly boundary . which is the Eaotorly margin of Rainier Boulevard of that portion of covornmont Loco 11 and 14 in oaid Section 18 lying Eaat of Rainier Boulevard and Primary State Highway No. 2, and North of a Lino running duo Eaat from the Southeaot corner of Lot 28, Block 10, plat of Earlington, according to the plat thereof recorded In V.olumo :4 of Plato, on page, 7, in King County, Washington; - thence Heat along said Easterly production and along said North line of paid 550.92 feet to the Eaetarly margin of said Rainier Boulevard; thence Northerly along oaid Eaetarly margin to the Southerly margin of Primary State Highway No. 2; thence Eaetarly along paid Southerly margin to the true point of beginning; Situate in the City of Renton, County of King, State of Waohington. i. ,: r tt• • • fV S ::otod below are the King County property tax account numbers: E 182305-9218-07 182305-9217-08 0 132305-9216-09 This covers office•address building 722940-0036-00 Lai F 000720-0146-04V 2 w 000720-0197-02 • o ; 000720-0198-01v >-.I 182305-9034-09 000720-0209-08 • a 162305-9239-03 =o 192305-9157-00 "w I 182305-9220-03 =1 182305-9219-06 • , 722940-0040-04 " 722940-0030-06 >> 722940-0020-08 • 722940-0010-00 . 000720-0170-03'e' ,� e _ 000720-0150-07 182305-9030-04 -j Fh :anancs whc pay their c ^t property to:: directly are not :ocluded. = • • • • • • -"noc • • o • • • • • • • • • • • • • • .. . . • • EASEMENT AREA • Description of a Fire Lane Easement on certain properties of Renton Center Associates. Being those portions of Parcels B and C of the land of the Renton Center Associates reserved for fire lane purposes to the benefit of Parcel E of the said land• , more particularly described as follows: 5' The northerly 18.55 feet of the easterly 45.00 feet of the said Tract B, and The southerly 71.54. feet of the easterly 45.00 feet of the said Tract C, all situated in the southeast quarter of Section 18, [: Township 23 North, Range 5 East, Willamette Meridian, King • ' County, Washington. Jr- 3 x •. W 7= j V r 0 f1J F i •' =0 CD •�. =J lT '. • • =v • • r W • - • 3 W • -.~r • _ f EXHIBIT B • r -.' IltilIVL. II 1m. vvvvilLut II Into imulL 1.1 0....14 uLimn ilinn 11114 IIVIIUL IT IS DUE TO THE QUALITY OF THE DOCUMENT. ....r..7... • . ..; 1 d_... ..____.. ,,,u 1 iit)..5Z I . ._. .. . ._ . . . . 92 10 f 4032 i - ----- .3 ' . 1-----------"j__-..----tj„—act..no'fiRtiort i' •'' a.- ' ____----- ...3. _ fi,..... -: .,,..., .-- . ..:0,...a....--. ,... r•s- •-----z:iik r. - ._ 1 L 7 ...... ---.... - a_ ._ 7 --. ----- 3v55;174•1 il .3.- .• •.• P ,•/. . ,... • .--------- ...- ..g.. ,.., .s,.... . ...- "•,.. .••••• . 9. ,. .... V-... ...... -..... s •••••.... . •f ---- ...," ,.., -' 1 [„-. •%, 4 „......, I -,.. /.... ....s. • 1 ........ . ...". • , ••• ......, .... .., • ii.s. -vjaiSM . ar.03 0414'4 --"•- • 0. as.di - —.. .. — ..---' ...._.. . . , „.... . • , • a ir,v._ •. — -_ • ' / '::•'‘'..- . -f 1,--. .......... —._. -..... ....,"......, --,. ---• ,/ --... ....._.. — . --....---- ....„ ... . __ ...- -\-3--v\AALAAA --- : II 0 • x 1 — 1.• , L ty • • a .iNgW3Ste3 I . . to: I ... -- a 11V.I. . I , . . , —4.1'— ___74.1-1 y gGii, -7771•46, Au. t- — 1 _ _ _ • ___ 1 z -- _ 1 1 . -- ..---_ . , . . _ • rums• All 213INIV2I -1W49142. - vest..v W ..•. _ OL.1 4?. —1 . 7 ; ....crama OM 3 _ 1 _ • . -.. .. , . . .• , a . • .._. •.Y► r,j r , .' FILED i:•1a F.7.3:,F::,A i•IaGUcST OF; 0 I N/�� I PUGET?'. .i =;�T "4 J • EXCISE TAX 7 f cjUfRED' " 'L 01J0E7 F.C.PON q.•.1ping Co. Records Division 4EPOJEEKIr r;aLLEVL'E, ;H:.'ti;i:GTCj QP.002.6734 O.., ~ Oepu ' EASEMENT FOR UNDERGROUND ELECTRIC SYSTEM . fy For end In consideration of One Dollar($1.00)and other valuable consideration,the receipt of which Is heroby acknowledged, ROUNDUP COMPANY, a Washington corporation ('Grantor" herein). grants, • conveys and warrants to PUGET SOUND POWER & LIGHT COMPANY, a Weshlnelr•n corporation ("Grantee-herein),for the purposes hereinafter set forth a perpetual easement War,across and over the following described real property(the'Property'herein)KING COUNTY.Washington. ' SEE ATTACHED EXHIBIT"A" .1 i Except as may be otherwise set forth herein Grantee's rights shall be exercised upon that portion of the Property ;: (the'Right-af•Way'heroin)described as follows: . A Right-ol•Wey ten(10)foot In width having five(5)feat of such width on each side of a centerline described as • follows: THE CENTERLINE OF GRANTEE'S FACILITIES AS CONSTRUCTED OR TO OE •; Vo CONSTRUCTED, EXTENDED OR RELOCATED. LYING WITHIN THE ABOVE `t k' DESCRIBED PROPERTY. {• , :•. (THIS EASEMENT MAY BE SUPERSEDED AT A LATER DATE BY A DOCUMENT WITH A MORE SPECIFIC EASEMENT DESCRIPTION BASED ON A SURVEY • 0 FURNISHED BY GRANTOR AT NO COST TO GRANTEE.) s I a 1. Purpose. Grantee shell have the right to construct, operate, maintain, repair, replace and enlarge en J. underground electric trensmisslon and/or distribution ayletem upon end under the Right-of-Vey together with all necessary or convenient appurtenances ►herefore. which may Include but ere not limited to the following: ; underground conduits,cables,communication lines;vaults,manholes,switches,end transformers;end semi-burled O or ground mounted facilities. Following the Initial-construction of Its facilities, Grantee may from time to time • t1 construct such additional facilities as it may require..01 • 2. Access. Grantee shalt have the right of access to the Right-of-Way over and across the Property to enable Grantee to exercise Its rights hereunder,provided,that Grantee shell compensate Grantor for any damage to the , • Ti _ Property caused by the exorcise of said right of access. . Nt 3. Obetructiona; Landscaping. Grantee may from time to time remove trees, bushes, or other obstructions within the Right-of-Way and may level end grade the Right-of-Way to the extent reasonably necessary to carry out is the purposes set forth In paragraph 1 hereof,provided,that following any such work,Grantee shall,to the extent • reasonably practicable,restore the Right-of-Way to the condition It was Immediately prior to such work. Following r the Installallon of Grantee's underground facilities, Grantor may undertake any ordinary Improvements to the 'r 1' landscaping of the Right-of-Way,provided Ihot no trees or other plants shell be placed thereon,which would be i. unreasonably expensive or Impractical for Grantee to remove and restore. ' ,4. Grantor's Use of Right-of-Way. Grantor reserves the right to use the Right-of-Way for any purpose not • • Inconsistent with the rights herein granted,provided: that Grantor shell not construct or maintain any building or other structure on the Right-of-Way which would Interfere with the exercise of the rights herein granted;that no digging,tunneling or other form of construction activity shell be done on the Property,which would disturb the 1. compaction or unearth Grantee's facilities on the Right-of-Way, or endanger the lateral support to said lecitiliaa; • and that no blasting shall be dons within 15 feat of the Right-of-Way. • S. Indemnity, By accepting and recording this easement,Grantee agrees to Indemnify and hold harmless Grantor • • • from any and all claims for Injuries and/or damages suffered by any parson,which may be caused by the Grantee's exercise of the rights herein granted;provided that Grantee shell not be responsible to Grantor for any Injuries. . • and/or damages to any person caused by acts or omissions of Grenlor. B. Abandonment. The rights herein granted shall continue until such time as Grantee ceases to use the Right-of- I. Way fore period of five(5)successive years,In which event this easement shall terminate and ell rights hereunder shall roved to Grantor,provided that no abandonment shell be deemed to have occurred by reason of Grantee's - failure to initially Install Its facilities on the Right-or-Way within any period of time from the date hereof. • 7. Successors and Assigns. The rights and obligations of the parties shall Inure to tho benefit of and be binding upon their respective successors end assigns. • . j • 788.37 1.78 KJ/AC001/13405112-X01 235-71 • • • •'r'• •— � ��1•! ' rrnrl?•,,� t'�yq�% k ,•.� !. ..... . , --e 5;4331.A18003 71Ir 'CO iG2g 5 ]1015" : • ORIGINAL ° ,. DATED this 4 7 day of -S.P 7Z7•'ie�,(r. ,199 • GRANTOR it ROUN P COMP ,a Washington Ca ration ).- By ar. < By ' • c,e.6Er.✓ STATE OF WA5f•kNeTON ) SS COUNTY OF1h'L72`0<•A`H) On this_Zday,of' T�' "e•1 G' 19'7'7 ,before mo,a Notary Pu1bl' In and for the i State of Weehingfari±�uy s -commissioned and sworn,personally appeared Co C✓:ePrL O and ,to ma known to • N be the l'il.F Pec;.JE.....' and - respectively, TA of ROUNDUP COMPANY,the corporation that executed the foregoing Instrument,and acknowledged the said 0 instrument to be the free and voluntary act and deed of said corporation,for the uses and purposes therein N mentioned,and on oath stated that they authorized to execute the said Instilment. CI i:�. •OFFx:1Q SEAL Print Name:•dUc/l e✓ �'�t/� SUSAN TRAVIS 6e.✓ ��_/� NOTARY R. t 7C ortEG Notary Public In and for the State of�,/� • MY COMMISSION EXPIRES MAY b,1a06 Residing at�'"""' 1� 0Y'l� ' ` �' . ' S•a 3. 98 r. My appointment expires t . J • • r • 'I • • ORIGINAL 9405112 KJ/A0001 235-71 ROUNDUP COMPANY ; • EXHIBIT 'A' • (Pa!'c L of (., { • • PARCEL A: I TEAT PORTION OF HENRY H. TOBIN DONATION LAND CLAIM NUMBER 37. AND OF GOVERNMENT LOT 13 IN SECTION 18, TOh'NSHIP 23 NORTH, RANGE ; CAST N.M., AND OF TRACTS 1, 2 AND 4 OF SUPPLEMENTAL MAP OF RENTON 61 SWORE LANDS, DESCRIBED AS FOLLOWS, 1 • EEG:IINTYG AT INC INTERSECTION OP TIME WESTERLY PROOUCTIor: OF THE rl Ci?7 TE,ILINE OF 7TIIAD AVENUE, It:THE CITY OF RENTON, WIlil • CENTERLINE OF PRIMARY STATE HIGHWAY T1SR'98R 5, WHICH POINT IS ALSO . DESCRIBED DY rim COORDINATES X EQUALS 1,659,127.77 AND Y EDUALS 179,::6.72, ACCORDING TO THE LAMBERT PLANE PROJECTION FOR TIME :Z STATE CF WA9HINOTON. NORTH 711VE, THE MERIDIAN OF WHICH PROJECTTOR �. IS USED HEREIN; :1 . THENCE.SOUTH 88.40'SO' EAST, ALONG T7TE CENTERLINE OF SAID TTIIRD AVENUE 234.05 FRET TO AN INTERSECTION WITH TILE CENTERLINE OF 1 COUNTY ROAD NUMBER BO !ALSO KNOWN 11 TRIED AVLORTE EXTENSION, :;?j DEEDED TO RING cowry UNDER RECORDING HO. 913630; ••• THENCE SOUTH 77,25'10' WEST ALONG THE CENTERLINE OF SAID COUNTY •'. ROAD NJISER P0, 413.28 FEET; 0 THENCE SOUTH 12.34'50" EAST, AT RIGHT ANGLES TO SAID CENTERLINE •I OF COUNTY ROAD NO. 80, 30.00 FEET TO A POINT ON THE SOUTHERLY _1 MARGIN OP SAID COMITY ROAD NO. 80 A THE TRUE POINT OF •7 ND P BEGINNING; THENCE CONTINUING SOUTH 12'34'S0• EAST 199.49 FEET.TO AN INTERSECTION WITH A LINE WHICH IS PARALLEL TO AND 191.22 FEET •,••y • WESTERLY OP, WSASUREO AT RIGHT ANGLES. THE WESTERLY MARGIN OF .q F. SAID PRIMARY STATE HIGHWAY NO. 5; .•fir • THENCE SOUTH19°5'7'20' EAST, ALONG SAID PARALLEL LINE, 243.G7 .n • FEET: 1:1, ` • THENCE SOUTH 59'31'3B' WEST. AT RIGHT ANGLES TO THE CITY OF 1 ' SEATTLE POWER TRANSMISSION LINE BASEMENT RECORDED UNDER RECORDING ! • NOS. 3064759 AND 3429774, 005.04 MET TO THE EASTERLY LINE OF jt_ ! 1:' Q) TRACT 4 OP STATE OP,WASHINGTON CO MIMSIOVER OF PUBLIC LANDS • t• Q SUPPLEMENTAL MAP 09 RENTON SHORE LANDS; (� THENCE CONTENUINC Solr1l 59'31'39' NEST 10 FELT, MORE OR LESS, TO ., THE WESTaRLY LINE OF TRACT 4 OF EUPPL 4 ,� LANDS' F?OI'TL:AL MAP OF MINION 51109E TIJENC=: NORTHERLY ALONG SAID 1IE.STBRLY LINE TO TIE MOST NORTHERLX CORNER OF SAID TRACT 4, AND WHICH CORNER ALSO LIPS ON'THF. O EASTERLY MARGIN 0P A STREET 60 FEET IN WIDTH AG PLATTED IN SAID j EUPFLEMOWEAL HAP OP RENTON SHORE LANDS;THENCE NORTHERLY. ALONG SAID EASTERLY MARGIN OF SAID STREET. 'Cr BEINC AN ANC OF A CURVE, THE CFJITER OP WHICH BEARS NORTH • O°3 2r' E4.77. 32:.E: FEST. AN MC !::STANCE of 70.52 FEET TO THE J • FORT SOUTTIERLY CORNER OF TRACT 2 OF SAID SUPPLEMENTAL HAP OF RENTON SHORE LANDS; 'HENCE NOP.TIIRRI,Y ALONG THE WESTERLY LINT OP TRACT 2 OF SAID RENTCB SHORE LANDS 272.47 FOET, MORS OR LESS, TO THE MOST • SOUTHERLY POINT OF A STRIP OF LAND DEEDED TO THE CITY 6F RENTON By DIED RECORDED UNDER RECORDING NO. 5105793; • THENCE NORTHEASTERLY ALONG THE SOUTHEASTERLY LINE OP SAID STRIP FOLLOWING A CURIAE TO THE RIGHT, THE RADIAL CENTER OF WHICH BEARS SOUTH i2'31'32' EAST 329.84 PP.ET. AN ARC DISTANCEE OF 206.14 FEET TO A PO:N: OP REVERSE CURVE, • THINCC NORTHERLY ALONG AN MC OF A CURVE. THE CENTER OF WHICH BEARS N.:ATH 16'43'07' NEST, 100.00 FOES', AN MC DISTANCR OP 145.30 FEET TO A POINT OP ThNOENCY1 THENCE NORTH 09•SO'22. WEST, TO THE SODTHtaMLY LINE OF PRU4ARw STATE HIGHWAY NO. 2; T CNCO NORTHEASTERLY AND EASTERLY ALO1C(SAID SOUTHERLY LINE TO A ; 1 POINT WHICH MARS NORTH 17'25'10' EAST FROM THE TRUE POINT OF SE:WING; • • TIC::CC SOUTH 77°R1'1O' NWT TO THE TRUE POINT OF DOGIHIIE G: • EJ:CEFT THAT PORTION LYING WITN3N STRIP OF LAID CONVEYED TO TILE CITY CF RENTON FOR THIRD AVENUE CY DEED RECORDED UNDER RECORDIST; NO. 5209793. — PARCEL B: u • THAT PORTION 'JF HENRY H. TORTE DONATION LAND CLAIM NO. 37 AND OF COVSRNY•£YF LOTS 13 AND 16, SECTION 10, TOhWOHIP 23 NORTH, RANGE 5 % EAST N.M., IN RTNO COUNTY, WASH:NO:ON, DESCRIBED AS FOLLOWS: DE:U:$NING AT THE INTERSECTION OP THE w SITRLY PRODUCTION OF THE CENTER LINE OF THIRD AVENUE. IN TILE CITY OF RENTON, WITH TIME CENTER LANE OF PRIMARY STATE HIGH AY NO. 5, WHICH POINT.7S ALSO DESCRIBED BY THE COORDINATES X EQUALS 1,65R.127.77 AND Y EQUALS 178.126.72 ACCORDING TO THE LAMBERT PLANS FRoJEC:ION FOR THE STATE CP WAGTIINGTON, NORTH ZONE, TEE MERIDIAN OF WHICH PROJECTIC:: :S CSEOO HEREIN' r f, • 9405112 KJ/ACOU1 ORIGINAL . 235=71 RUUNUUP COMPANY . EXII_u.T "I." • . . . (Po.•ck ii` °: i THENCE SOUTH 0R'40'50' EAST, ALONG 711E arm LINE OP SAW ETERD • ' AVENUE 234.05 FEET TO AN INTERSECTION WITH THE CENTER LIME OF • 7= COUIT( ROAD NO. 80 ALSO KNOWN AS THIRD AVENUE EXTENSION) DEEDED 1 -0 X711G _OUNTY UNDER PBCORDING NO. 8136031 THENCE SOUTH 77'25'l0' WEST ALONG THE CENTER LINE OP SAID COUNTY 1 ROAD NO. 80. 413.2E FEET; THENCE SOUTH 12'34'50' EAST, AT RIGHT ANGLES TO GAID CENTER LINE • I COUNTY ROAD WO. 80, 229.49 FEET TO AN 217TERSECTION WITH A LINE WHICH IS PARALLEL TO AND 191.22 FEST WESTERLY OF, MEASURED AT • RIGHT ANGLES, TEE WESTERLY MARGIN OF SAID PRIMARY STATE HIGHWAY NO. 5; . - ( THENCE SOUTH 19°57'20' EAST, ALONG SAID PARALLEL LINE 526.25'FEET TO THE TRUE POINT OF (=MING1 THENCE CONTINUING 90171E L9'57'20' EAST. 396.55 FEET: 1. . - THENCE NORTH 70.02'40' EAST AT RIGHT ANGLES TO,SAID PRIMARY STATE '1 UIGLT4AY NO. 5, A DISTANCL 0P 191.22 FEET TO TIIE MASTERLY MARGIN OF SAID PRIMARY STATE HIGHWAY NO. 5; '': THENCE SOUTH 19'57'20' EAST, ALO=IG SAID WESTERLY MARGIN, 163.12 FEET TO THE NORTHERLY LINT OF A TRACT OF LAND DEEDED TO CHICAGO. .3 MILWAUXE3 AND PT. PAUL RAILWAY COMPANY DY DEED RECORDED TINDER •,,� .° RECORDING NO. 23546E0: TEENGO NORTH 03'24'59' WEST, ALONG SAID NORTHERLY LINE 921.24 FEET• '7 THENCE NORTH 59'31'38' EAST, AT RIGHT MOLES TO THE CITY OF 1 t SEATTLE POEM TRANSMISSION LIND EASEMENT RECORDED UNDER RECORDING 0) NOS. 3664559 AND 3429774, 162.5E FETIr CD THENCE NORTH 30'20'22' WEST, PARALLEL TO SAID POWER LINE :F EASEOAT, 32.00 FEET; 04 THENCE NORTH 5)•31']13• EAST, 467.14 FEET TO THE TRUE POINT OF ; C) EXCEPT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR WIDENING OF SAID PRIMARY STATE HIGHWAY NO. 5 DY DEED RECORDED CD UNDER RECORDING NO. 5109066. .: r; PARCEL � ' rig 7) THAT PORTION OF RENRY H. TOBIN DONATION LARD CLAIM 11O. 37 AND OP GOVERMENT LOTS 13 AHD 16, SECTION 20,.TOHNSHIP 23 NORTH, RANGE 5 EAST N.M., IN XING COMITY, WASHINGTON, DERCRIDED AS FOLLOWS: BEu_t011NG AT THE INTERSECTION OF 771E WESTERLY PRODUCTION OF THE '( CGIR'F:R LINE OP THIRD AVENUE, IN THE CITY OF RENT)N, MITE THE ,, t CCNTFR LINE OF PRIMARY STATE NIGRWAY NO. 5, WHICH POINT IS ALSO ' CESCRIEED BY :THE X EQUALS 1,650.127.77 AND Y EQUALS 170,156.72 ACCORDIHO T7 THE LAMBERT PLANE PROJECTION FOR THE STATE OP WASHINGTOH; NORTH ZONE. 11(E 1500 DEAN OF WHICH PROJECTION IS USED HEREIN; THENCE SOUTH 88.40'50' EAST, ALONG THE CENTER LIVE OF SAID TWEED AVENUE 134.0S FEET TO AN INTERSECTION W1771 THE CENTER LINE OF COUNTY ROAD NO. B0 (ALSO MEN AS THIRD AVENUE EXTENSION) DEEDED i TO WINO COUNTY UNDER RECORDING NO. 913603: TREN;CE SOUTH 77"25'10' WEST ALOND 'TB CENTER LINE OF SAID CUUNLY 11 , ROAD NO. 90, 413.28 FEET; 'THENCE SOUTH 12.34'50' FAST, AT RECUT ANGLES TO SAID CENTER LINE ;� • OF COUNTY ROAD NO. B0, 129.49 FEET TO AN INTERSECTION FGTor A LING WHICH IS PARALLEL TO AND 191.22 FEET 1,71OTERLY 0P,;MEt,SURED AT .MAR RIGHT ANGLES, THE WESTERLY GIN OF SAID PRUDERY STATE HIGHWAY • NO. S; I. ' THENCE SOUTH 19'57'20' EAST, ALONG SAID PARALLEL, LINE. 243.67 . FEET TO THE TRUE POINT OF DE'GINNINO; THENCE CONTINUING SOUTH 19.57'20• EAST, 282.50 FEET; ! THENCE SOOTH 59°31'38' WEST AT RIGHT ANGLER TO THE CITY OF SEATTLE POWER TRANSMISSION LINE EA91Nf, RECORDED UNDER • RECORDING NOS. 3664559 AND 3429774, 407.14 FEET; THENCE SOLr:TI 3G'2P'22• EAST, PARALLEL TO SAID POWER LINE E'.ASE!<SAT, 32.00 FEET; • THEIICE SOUTH 59'31'38• WEST. 162.58 FEET TO THE NORTNEP.LY LINE OF . A TRACT OF LAND DEEDED TO CHICAGO, MZLIiAUREC AND ET. PAUL RAILWAY CCMPANY BY DEED RECORDED UNDER RECORDING NO. 3254600; THENCE NORTH 83.24'S9. WEST ALONG SAID NORTEERLY LINE, 139.95 FETT TO AN AIiGLE ;DINT IN TEE EASTERLY LINE OF TRACT 4 OF STATE OF' NASHUIGTON CO.`S!ISSIONNER OF PUDLEC IJ,tIOS SUPPLSNEHT',AL MAP OF RE:TON SNORE LAMGS, THENCE KD2TE 30°02'37' WEST ALONG THE EASTERLY LINE OF SAID TACT ! • 4. 15).33 PEET TO AN ANGLE POINT IN SAID EASTERLY LINE; THENCE NORTH 24'10'58" HEST. ALONG TEE EASTERLY LINE OP SAID TRACT 1 62.53 FEET; • ' THENCE :N;ATH 59°31'38' EAST 805.04 PERT TO 111E TRUE POINT OF ' EEGIEVING; ;i r ., L+ • tl • • 9405112 ORIGINAL l KJ/AC001 235-71 } ROUNDUP COMPANY EXHIBIT 'A' . . tPa,u :, Lf 4•) : • ' TOGETHER WITH THAT PORTION OF TRACT 4 OP THE SUPPLEMENT L MAP OF , RENTON SHORE LANDS ADJOINING AHD LYING BETWEEN THE WESTERLY • DROCUCT:ON OF 111E SOUTHERLY AND NORTHWESTERLY LINES or BALD PREMISES. PARCEL 0: • • - ( A:.L THOSE PORTIONS OF GOVF.AIYKP_IFF LOTS 13 AND 16. CECTION 12, lAr I'3WPIFHIP 23 NORTE, RAlCE S EAST N.N., TN KING COUNTY, WASHINGTON; AND OF TRACT 4 OF SUPPLEMES7 MAP OF RENTON SHORE LANDS. LYING • i - NORTHERLY OF THE NORTHERLY BOUNDARY LINE CF :NE R:GN.T•O;.WAY OP • _ THE PACIFIC COAST RAILROAD COMPANY, LYING WESTERLY OF THE NEST LINE OF SHATTUCK STREET OF SMITNERS FIFTH ADDITION TO THE TOWN OF RENTON. ACCORDING TO TEE PLAT THEREOF R1..CORDED IN VOLUME 16 OF .} • PLATS.S. PAGE-33, IN RING COUNTY, WASHINGTON, AND SOUTHERLY OP A ! LINE. D.'CRIEED AS FOLLOWS:.,c k' 2EGItRt:UO AT A POINT INTER WEST LINE OF SRATTUCA STREET TN SAID : EHL:7IERS FIFTH-ADDITION TO THE ;OWN OP RENTON, DISTANT 25 FEET • NORTHERLY MEASURED AT RICHT ANGLES, FROM THE NORTHERLY BOUNDART .. t LIVE or THE RIGHT-OF-WAY OF TILE PACIFIC COAST RAILROAD COMPANY; -i .7 NH0 RUNNING THENCE WESTERLY PARALLEL TO SAID BOUNDARY LINE, A • t 04 'DISTANCE OF 425.00 FEET; r'I THENCE WESTERLY ALONG A 6TRAIOHT LINE, A DISTANCE OF 710 FEET, •MORE CR LEES, TO A PO IN THE NEST LINE OF SAID COVERI7.ENr LOT " a • N 11TT AS 16, DISTANT 265 FEET NORTHERLY, MEASURED ALONG SAID WEST LItrE .1 O FRCH THE NORTHERLY BOUNDARY OF SAID RIOIIT•OF-WAY; '; :HENCE COHTINUINO WESTERLY ALONG LAST MENTIONED COURSE, A '�j 'A DISTANCE OF 415 FEET. MORE OR LESS. TO TRS WESTERLY LINE OF SAID ff TRACT 4; j T. EXCEPT TEXT PORTIONTHEREOF LYING EAST OF THE WESTERLY LINE OF .i STATE HIGHWAY NO. 5. PARCEL E: ( ; THAT PORTION OF HENRY H. TOBIN DONATION, LAND CLAIM no. 37, AND OF COIERH:O:N: LOT 16, 6ECTION 1B. TOWNSHIP 23 NORTH, RANGE 5 EAST W.H.. IN KING COUNTY, WASHINGTON, DESCRIBED AS POLLOWS: ' . BEGINNING AT A POINT Wh ICE IS THE INTERSECTION OF THE CENTER L:N89 OF THIRD AVENUE, IN THE CITY OP RENTON, PRODUCED WESTERLY. A I) STATE HIGHWAY NO. 5; ' • ' AMINO THEIICC SOUTH 19'56'20' EAST 480.18 FEET; • THENCE SOUTH 77':5'10' NEST 30.25 FEET TO THE WESTERLY MARGIN OP • • STATE HIGHWAY N0. 5 AND THE TRUE POINT OF BECIJOUNO; • THENCE AT RIGHT ANGLES TO SAID HIGHWAY SOUTH 70•03'40' WEST j _91.31 FEET; • THENCE. AT RICHT ANGLES AND PARALLEL TO SAID STATE HIGHWAY SODTE 1996'20' EAST 320 PEET; I• THENCE AT RIGHT ANGLES NORTH 70.03'40' EAST 191.31 FEET TO THE WESTERLY MARGIN OP STATE HICHWAY NO. S; 1WENCE NORTH 19'56'20' WEST ALONG SAID WESTERLY MARGIN 320 FEET 70 THE TRUE POINT OF B0I3INNING; EXCEIT PORTION THEREOF CONDEMNED IN RING COUNTY SUPERIOR COURT CAJSE HO. 547667 FOR PRIMARY STATE HIGHWAY N0. 5, BLACK RIVER TO EARL;NCTON. FARCEL F: :TAT PORTION OP TILE HENRY H. TOOTH CONATION LAND CLAIM NO. 37, SGCTION 1E, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., It: KING COUNTY, • WASHINGTON. DESCRIBED AS FOLLOUSI BEGINNING AT A POINT WEICH IS TILE INTERSECTION OF THE CENTERLINE OF THIRD AVENUE IN THE C::Y OF RENTON, PRODUCFI) WESTER!.:, AND 1 I STATE HIGHWAY A'0'. 5: THENCE SOUTH 19056'20' EAST 306.10 FEET; THENCE SOUTH 77'25'10' WEST 30.25 FEET TO THE WESTERLY MARGIN OF STAT: HIGHWAY NO. 5 AND THE. TRUE POINT OF BSCINNING; THENCE AT RICHT ANGLES TO SAID'HIONWAY SOUTH 70'03'40' NEST 150 THONGS PARALLEL :0 SA:O STATE-HIOHWAY SOUTH 19'56'20' EAST 100 • FEET: :7 THENCE NORTH 70°03'40' EAST 150 FEST TO THE WESTERLY MARGIN OF STATE HIGHWAY NO, Si .a{:HENCE ALONG THE SANE, NORTH 19°56'2Q' WEST 100 FEET TO THE TRUE POINT' CF BE rINNING; , t ':4 'Y • la i • 4 . • • • • 9405112 235-711 ORIGINAL • 235-71 ROUNDUP COMPANY • EXHIBIT •A• •• (Page 4 of 4) • • i • • • • . EXCEPT ALL T1Ar PORTION OP TH2 ABOVE DESCRIPTION LYING NORTHEASTERLY OP A LINE DRAWN PARALLEL I(ETW AND 45 FEET • SOUTh'WBSTERLY, WHEN hMASURBD AT RIGHT ANGLES AND/OR RADIALLY, - FROM HE CENTER LINE OP PRIMARY STATE HICH•AAY N0. 5• RLACK RIVER. 1 TO SAR1SGTOR • i PMC'aL Ci . ' THAT PORT:oN OP GovERNNTRT LOT Il, SBLTION is, TOWtf8NIP 23 NORTH, RANGE 5 EAST W.H.. IN RIM ;. ROBIN DONATION IJ..D CLAIM tOOU37 IN THE SGTmt, AND OP HENRY It, Y ' OF THE 19, AND OF TRACTS, AND SOV27iIf85�PLATTEDR OP SAID [1 TILE COlf fI9SIOW R OF PODLIC LARD SyppHB STREET THEREIN r o O SHORE LANDS, SAID STREET NOW VACATED BY ORDINA MAP NCE OP 54 or • t= L5 Nit CITY OF RENTON, DESCRIBED AS FOLLOWS: 1849 OF .i,• • C LOW9: f:+� • 8GCI1lNItt7 AT TN!! MOST EASTERLY CO G�. 7 THENCE SHORN SO Sty 01+ SAID TRACT 3 OP RENTON i. ,� Cr) SOUTHWESTERLY ALONG THB 800TT(ERLY MARGIN OF PRIMARY STATE • F RUMMY N0, 2 A DISTANCE OP 2.19 PERTTO Tf!E POINT OP • •: BEOINNt f !., 7 'flf TEPJIV �AALY AND 900TH6ALY ALONG AN ARC OF A'CURVE '(o THE �: FEET TO A RADIUS OP 33.83 F! ,D�•AR ARC DISTANCE of 106.50 • POINT or T'►ROFNCY; 1 IHLNCE 90•JIH 99431'38• WEST 00,92 FEET TO A POINT OF TANGENCY: 1!ENCE WESTERLY ALONG MARC OF A11!tn• R1WIV5 OP 389.04 PEST, AN ARC DISTANCE OF TO 9TNT0. CBE NAVTNO A f. �� ON THE NORTHWESTERLY MARGIN Dt O I90.01 BEST TO A POINT 1: ( RENTON SHORE LANDS! T� STREETS PLATTED IN 9A:D M71P OF 1•;` I THENCE 80 E' THEN E HOVINNUCED PEACE ALONG SAIL NORTHNSSTEmLY MARGINf'EATITRLY OF TEA SOOTA 550,92 FEET F str NORTH DIAGONALLY ALONG THE WESTERLY BOUNDARY WHICH MAHOIN OF RAINIER BOULEVAI!D OF THAT PORTIONN OF GOVERNMENTEASTERLY At,O 14 IN SAID SECTION 30 LYING EAST OF RA AND 11 i ` PRIHARV STAT$HIGHWAY NO. 2, AND NORTH 07 IMIR BRoNNI UIt DUE Lr FRoN me SOUITRAST CORNEA OP LOT 2E B A 0,LINE OF DVE S0.}Z HARLINGTON, ACCORDING TO T78 PLAT BLOCK a0, OF PLATE, PAOB 7, IN RING CO THEREOF RBCOADEp IN VOLUME.14. I THENCE WEST ALONG SAID EA.STERLYYPRODUC'CIWASHI oNAND ALONG SAID NORTH LINT OF SAID 550,92.FEET TO 1NB.EA9TSrlLY f01RCIN OF•BAID MARGIN THENCE NORTHERLY ALONO SAID EASTERLY moon; TO THE SOtrr RLYIER MARGIN• OF PRIMARY STATE HIGHWAY NO, 2; BECINI7IH�5. TERLY ALONj SAID SOIRHt:7tLY MARGIN TO THE TRUE PUD7T OF • • • • • is i` " • s, ,' • • • •, ,• ;.ice;.^• �,,:.�;,...'tlii5�'i`.'.' - -• .,'- -----.._.. • • `i vnou+tiscroan®ttgnii N To: ;i o1Go.otm.Cg C3at Alt/ WIA-27.216S Utilities200 MITI Aver Sau16 EASEMENT - Pared Aetou�/'a/se leashed EA Damy WA 9sc Gnraoe(s)Naar Rwedw COMM! ,, Wow MAW en i'+; THIS INSTRUMENT,made this ZS�day of-4Fcrw Rea- 19 C.5 ; p' by and between Roundup Comyany.an Orecon Corporation hereinafter called'Grantor(s),'and the CITY OF \!t. RENTON,a Municipal Corporation of King County,Washington,hereinafter called'Grantee.' ThatA. said Grantor(s),for and in consideration of the sum of$ 1.00(One Dollar)paid by Grantee,and other valuable consideration,receipt of which is hereby acknowledged,do by these presents,grant,bargain,sell,convey, :' and warrants unto the said Grantee,its successors and assigns,sn easement for public utilities(Including water, A ft waste water,and surface water)with necessary appurtenances over,under,through,across and upon the following 'I described property(the Right-of-Way)In King County,Washington,more particularly described as follows: N 0 ,t • A I' Attached Eehibit'A"Legal Description Ls a part of this agreement. ..,1 i • r • 01 ! ECF1VF_D -r 41 • • OCT 4 1995 ( Kroh eOUNTY - • i RECORDER - • I• iL-II . • • i Doccum•'OWMIP/aDaY WW;=Ei�.0 .• r _ ; QTYATTOINE/WT.4.M I Shoo 1 of2 f ; mean'won. 0ac—00+C EXCISE TAX NOT REQUIRED Kng Co.Recorder Orris;on I. by..��iA\).L paxy .7 t• • • I ..`.; ► - — . . • 1 For the purpose of constructing,reconstructing,installing,repairing,replacing,enlarging,operating and maintaining utilities and utility pipelines,including,but not limited to,water,sewer and storm drainage lines, • together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and • without incurring any legal obligation or liability therefor. Following the initial construction of its facilities, • Grantee may from time to time construct such additional facilities as it may require. This easement is granted • t' subject to the following terms and conditions: :li %I. 1. The Grantee shall notify Grantor and receive approvals in advance for any work/improvements to the property 11 covered by this easement. Upon completion of any work within the property covered by the easement,the Grantee 1• i f . shall restore the surface of the easement,and any private improvements disturbed or destroyed during execution of the work,as nearly as practicable to the condition they were in immediately before commencement of the work or {} entry by the Grantee. • t t 2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the ' easement rights g granted to the Grantee. Grantor shall not,however,have the right to: a. Erect or maintain any buildings or structures within the easement;or b. Plant trees,shrubs or vegetation having deep root patterns which may cause damage to or interfere with the • utilities to be placed within the easement by the Grantee;or '• c. Develop,landscape,or beautify the easement area in any way which would unreasonably increase the costs to the Grantee of restoring the easement area and any private improvements therein. • d. Dig,tunnel or perform other forms of construction activities on the property which would disturb the • , compaction or unearth Grantee's facilities on the Right-of--Way,or endanger the lateral support facilities. . N e. Blast within fifteen(15)feet of the Right-of-Way. Cr1 This easement shall run with the land described herein,and shall be binding upon the parties,their heirs,successors l• in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and that they t vv, have a good and lawful right to execute this agreement. i :.,,t $ipnatur Grantors: . Roundup mP3r}y _ e_.....4,3, 's, •• Scott L.Wippel IUiPRESENTATNE FORM OF Ac)o OwLL'DOMEh r !, STATE OF OREGON ) (� ' SS) ,A COUNTY OF MULTINOMAH ) '` ' . I certify that I know or have satisfactory evidence tha5' '/�.U/l /signed this instrument,on oath stated .''% ;. that he was authorized to execute the instrument and acknowledged it as the j//PF />1';'Slc -u,7z of if :-' Roundup Company to be the free and voluntary act of such patty/parties for the uses and purposes mentioned in the • _ instrument. ' '' Dated h --c/qJ• n ' , rr._it 4 5-co ���� �7l �. i�,G�1%� t Notary Public in and for the State �ss�s� �� �� K /• 4. °mew.SEA, of Oregon residing at ��i� , .. ELLEN Al SMITH Notary(print): e//}.',U i!J_ ,..� ROTARYS+ON NO. My appointment expires: }fy e2.' r...`;.f:E J ' cOAfMISS1pNNo.ot..., 1 �:`: r •• .f A1r-Ci'u'SSON EXPIRES M A o ;.y.! SLaet 2 of 2 ,•..•''Cotpoato Rom, c� m y } LT,� gop0om LIIY.DXM t^ sr. -.. s _� .. ...: • F. • • • ;1� 'PARCEL TAX ACCOUNT #'S ' :! • 1'RED MEYER RENTON CENTER TER 000729-0146-04 • 000720-0150-07 •• 000720-0170-03 - 000720-0197-02 Ail.; 000720-0198-01 ' 000720-0209-08 .i� • 182305-9034-09 �R'.f • 182305-9039-04 iA," 182305-9157-00 182305-.9215-00 "' ' 182305-9216-09 k 182305-9217-08 . j..l: • 162305-.9218-07 182305-9219-06 '•'•.:� 182305-9220-03 • ' . 182305-9238-03 •I;, ! 722940-0010-00 722940-0020-08 I' 722940-0030-06 722940-0036-00 r 4, . • I. 1, • in • j ' •l..- ?.. --Jr 45—Q• :j =i: • j' • ?r • • • :.d • _ • • 7'y gill . • • • ay of Hxsy, V 4L.ti • 'l ATTACHMENT"A" oXPIaeaaao -6 tt I .. z, f A STRIP OF LAND 15.00 FEET IN WIDTH LYING 5.00 FEET TO THE LEFT AND 10.00 FEET TO THE RIGHT OF THE FOLLOWING DESCRIBED LINES: irk . • 1 BEGINNING AT A POINT ON THE SOUTHWESTERLY BOUNDARY OF THAT i CERTAIN PARCEL OF LAND SHOWN ON THE RECORD OF SURVEY FOR NORTHWEST BUILDING CORPORATION,RECORDED IN BOOK 49 OF SURVEYS AT PAGE 278 UNDER AUDITOR'S FILE NUMBER 8606039020,KING COUNTY RECORDS, SAID POINT BEARING N28°02'31"W 332.73 FEET FROM THE MOST SOUTHERLY • CORNER OF SAID PARCEL TO A POINT HEREINAFTER CALLED 501 FOR REFERENCE; • - N THENCE FROM SAID POINT OF BEGINNING N58°28'40"E 25.80 FEET TO A POINT . 0 HEREINAFTER CALLED POINT"A"FOR REFERENCE;THENCE N58°28'40"E 138.89 C1 FEET TO A POINT HEREINAFTER CALLED 523 FOR REFERENCE;THENCE C S31°46'43"E 18.20 FEET;THENCE S85°03'44"E 35.54 FEET TO A POINT HEREINAFTER C CALLED 414 FOR REFERENCE;THENCE S85°03'44"E 9.68 FEET;THENCE S82°42'54"E 1n 163.88 FEET;THENCE S77°08'31"E 46.11 FEET TO A POINT HEREINAFTER CALLED Cr) 556 FOR REFERENCE;THENCE S77°08'31"E 3.21 FEET TO A POINT HEREINAFTER CALLED 557 FOR REFERENCE;THENCE S77°08'31"E 36.04 FEET;THENCE N60°56'58"E 60.04 FEET TO A POINT HEREINAFTER CALLED POINT"B"FOR REFERENCE; THENCE N60°56'58"E 33.43 FEET;THENCE N30°30'04"W 50.47 FEET TO A POINT HEREINAFTER CALLED POINT"C"FOR REFERENCE;THENCE N30°30'04"W 10.64 FEET TO A POINT HEREINAFTER CALLED 485 FOR REFERENCE;THENCE N30°30'04"W 42.78 FEET TO A POINT HEREINAFTER CALLED POINT"D"FOR • REFERENCE;THENCE N3090'04"W 14.59 FEET TO A POINT HEREINAFTER CALLED ' POINT"E"FOR REFERENCE;THENCE N30°30'04"W 48.14 FEET TO A POINT j HEREINAFTER CALLED POINT"F"FOR REFERENCE;THENCE N30°30'04"W 191.68 FEET TO A POINT HEREINAFTER CALLED 433 FOR REFERENCE;THENCE .1 i N30°30'04"W 41.46 FEET TO A POINT HEREINAFTER CALLED POINT"G"FOR 1 REFERENCE;THENCE N30°30'04"W 3.17 FEET TO A POINT HEREINAFTER CALLED POINT"H"FOR REFERENCE;THENCE N30°30'04"W 4.49 FEET TO A POINT 4�,, HEREINAFTER CALLED POINT 545 FOR REFERENCE;THENCE N30°30'04"W 24.15 ���� FEET TO A POINT HEREINAFTER CALLED 532 FOR REFERENCE;THENCE ;' •• N30'30'04"W 50.44 FEET TO A POINT HEREINAFTER CALLED 547 FOR REFERENCE; • THENCE N30'30'04"W 311.31 FEET TO A POINT HEREINAFTER CALLED 517 FOR :id ' REFERENCE;THENCE N30°30'04"W 84.52 FEET TO A POINT HEREINAFTER CALLED 534 FOR REFERENCE;THENCE N30°30'04"W 28.37 FEET TO A POINT HEREINAFTER CALLED"1"FOR REFERENCE;THENCE S58°59'23"W 130.45 FEET TO A POINT . f: RS-00�6 • . . . . • e 1111 • • • • HEREINAFTER CALLED 386 FOR REFERENCE;THENCES59°48'10"W 98.87 FEET TO A POINT HEREINAFTER CALLED 560 FOR REFERENCE;THENCE S59°48'10"W 27.24 FEET;THENCE S 13°03'12"W 90.66 FEET; THENCE S31°10'54"E 16.36 FEET TO A • •• POINT HEREINAFTER CALLED 389 FOR REFERENCE;THENCE S31°I0'54"E 90.36 FEET TO A POINT HEREINAFTER CALLED 393 FOR REFERENCE;THENCE ' S31°10'54"E 28.72 FEET TO A POINT HEREINAFTER CALLED 395 FOR REFERENCE; THENCE S31°10'54"E 27.38 FEET;THENCE S30°19'16"E 186.32 FEET TO A POINT HEREINAFTER CALLED 399 FOR REFERENCE;THENCE S30°19'16"E 62.40 FEET TO A POINT HEREINAFTER CALLED 404 FOR REFERENCE;THENCE S30°19'16"E I44.08 FEET TO A POINT HEREINAFTER CALLED 525 FOR REFERENCE; THENCE S24°40'00"E 44.35 FEET TO A POINT HEREINAFTER CALLED 524 FOR REFERENCE;THENCE S31°26'11"E 34.48 FEET TO RETURN TO THE t* AFOREMENTIONED POINT CALLED 523 AND THE TERMINUS OF THIS LINE AND N EASEMENT. p ALSO BEGINNING AT THE POINT HEREINBEFORE CALLED 414;THENCE FROM p SAID POINT OF BEGINNING SO4°56 16"W 16.65 FEET TO THE TERMINUS OF THIS • /4 LINE AND EASEMENT. • ALSO BEGINNING AT THE POINT HEREINBEFORE CALLED 556;THENCE FROM SAID POINT OF BEGINNING NI6°31'47"E 25.79 FEET;THENCE N24°5I'SG"W 24.66 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT. • ALSO BEGINNING AT THE POINT HEREINBEFORE CALLED 557;THENCE '•; S 12°14'01"W 153.44 FEET TO A POINT HEREINAFTER CALLED 482 FOR REFERENCE; THENCE S 19°33'06"W 35.26 FEET TO A POINT HEREINAFTER CALLED 567 FOR REFERENCE AND THE TERMINUS OF THIS LINE AND EASEMENT; ALSO BEGINNING AT THE POINT HEREINBEFORE CALLED 482;THENCE N80°08'32"W 14.61 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT. is ALSO BEGINNING AT THE POINT HEREINBEFORE CALLED 485;THENCE FROM SAID POINT OF BEGINNING N59°29'56"E 13.19 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT. ALSO BEGINNING AT THE POINT HEREINBEFORE CALLED 433;THENCE FROM SAID POINT OF BEGINNING S59°29'56"W 31.82 FEET;THENCE N29°37'30"W 23.00 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT. • rZETTI 11/ ALSO BEGINNING AT TFIE POINT HEREINBEFORE CALLED 389;THENCE FROM SAID POINT OF BEGINNING S58°49'06"W 12.55 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT. • , ALSO BEGINNING AT THE POINT HEREINBEFORE CALLED 393;THENCE FROM j SAID POINT OF BEGINNING S58°49'06"W 14.38 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT. ALSO BEGINNING AT THE POINT HEREINBEFORE CALLED 395;THENCE FROM SAID POINT OF BEGINNING N58°49'06"E 18.00 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT. • ALSO BEGINNING AT THE POINT HEREINBEFORE CALLED 399;THENCE FROM SAID POINT OF BEGINNING S59°40'44"W 33.21 FEET TO THE TERMINUS OF THIS 'I LINE AND EASEMENT. ALSO BEGINNING AT THE POINT HEREINBEFORE CALLED 404;THENCE FROM Cr) SAID POINT OF BEGINNING N59°40'44"E 17.10 FEET TO THE TERMINUS OF THIS "" LINE AND EASEMENT. • • Cr) ALSO BEGINNING AT THE POINT HEREINBEFORE CALLED 525;THENCE FROM SAID POINT OF-BEGINNING N59°40'44"E 11.74 FEET;THENCE N30°19'I6"W 15.44 1,4 FEET TO THE TERMINUS OF THIS LINE AND EASEMNT. In :; ALSO BEGINNING AT THE POINT 1-IEREINBEFORE CALLED 524;THENCE FROM SAID POINT OF BEGINNING N54°23'55"E 18.45 FEET TO THE TERMINUS OF THIS • LINE AND EASEMENT. ALSO THE FOLLOWING 10 FOOT WIDE EASEMENTS THE CENTERLINES OF WHICH ARE DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT HEREINBEFORE CALLED"A";THENCE N31°31'20"W • 44.33 FEET TO THE TERMINUS OF THIS LINE AND DESCRIPTION. • BEGINNING AT THE POINT HEREINBEFORE CALLED"B";THENCE S30°38'43"E 171.91 FEET;THENCE S12°42'53"E 37.80 FEET;THENCE S28°12'41"W 29.18 FEET; THENCE S77'14'31"W 37.05 FEET TO A POINT HEREINAFTER CALLED POINT"J" FOR REFERENCE;THENCE S77°14'31"W 315.06 FEET TO A POINT HEREINAFTER CALLED POINT"K"FOR REFERENCE;THENCE S77°14'31"W 51.77 FEET;THENCE • • • 4 • w e • -1, . '9' • • S66°19'30"W 43.18 FEET TO THE EASTERLY MARGIN OF HARDIE AVENUE SOUTHWEST AND THE TERMINUS OF THIS LINE AND DESCRIPTION. BEGINNING AT THE POINT HEREINBEFORE CALLED"J";THENCE S12°45'29"E 15.00 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT. . BEGINNING AT THE POINT HEREINBEFORE CALLED"K";THENCE S13°03'13"E 15.00 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT. • BEGINNING AT THE POINT HEREINBEFORE CALLED"C";THENCE S59°29'56"W 27.00 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT. BEGINNING AT THE POINT HEREINBEFORE CALLED"D";THENCE N59°29'56"E 221.38 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT. BEGINNING AT THE POINT HEREINBEFORE CALLED"E";THENCE S59°29'56"W 77.58 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT. Cf) • BEGINNING AT THE POINT HEREINBEFORE CALLED"F";THENCE S58°53'16"W • 73.88 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT. Cr) • BEGINNING AT THE POINT HEREINBEFORE CALLED"G";THENCE S59°29'56"W 70.45 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT. Ln C7 BEGINNING AT THE POINT HEREINBEFORE CALLED"H";THENCE N59°15'17"E 253.66;THENCE N21°14'47"E 56.02 FEET;THENCE N60°42'02"E 200.97 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT,AT A POINT ON THE EASTERLY • BOUNDARY OF SAID PARCEL. COMMENCING.AT THE POINT HEREINBEFORE CALLED"I";THENCE N 17°19'53"W 11.14 FEET TO THE POINT OF BEGINNING;THENCE N24°42'54"ML70.05 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT AT THE RIGHT OF WAY LINE OF HARDIE 'I AVENUE SOUTHWEST. f • • COMMENCING AT THE MOST SOUTHERLY CORNER OF THAT CERTAIN PARCEL OF LAND SHOWN ON THE RECORD OF SURVEY FOR NORTHWEST BUILDING . CORPORATION,RECORDED IN BOOK 49 OF SURVEYS AT PAGE 278 UNDER AUDITOR'S FILE NUMBER 8606039020,KING COUNTY RECORDS,SAID CORNER BEING A POINT ON A 1509.12 FOOT RADIUS CURVE CONCAVE TO THE • SOUTHWEST ON THE EASTERLY RIGHT OF WAY LINE OF HARDIE AVENUE r." • • 111111 • i .. SOUTHWEST AND TO WHICH POINT A RADIAL BEARS N66°59'07"E;THENCE COUNTERCLOCKWISE ALONG THE ARC OF SAID CURVE THOUGH A CENTRAL ANGLE OF 6°52'14"FOR A DISTANCE OF 180.97 FEET;THENCE N29°53'08"W 288.07 • FEET TO THE BEGINNING OF A 1436.45 FOOT RADIUS CURVE CONCAVE TO THE NORTHEAST;THENCE CLOCKWISE ALONG THE ARC OF SAID CURVE THROUGH A • CENTRAL ANGLE OF 3°24'51"FOR A DISTANCE OF 85.60 FEET TO A POINT HEREINAFTER CALLED POINT"L"FOR REFERENCE;THENCE CONTINUE ALONG THE ARC OF SAID CURVE THOUGH A CENTRAL ANGLE OF 4°23'42"FOR A DISTANCE OF 110.18 FEET;THENCE N22°04'35"W 182.91 FEET TO THE BEGINNING OF A 329.80 FOOT RADIUS CURVE CONCAVE TO THE SOUTHEAST;THENCE ALONG THE ARC OF SAID CURVE THOUGH A CENTRAL ANGLE OF 12°53'40"FOR A DISTANCE OF 74.22 FEET TO A POINT HEREINAFTER CALLED POINT"M"FOR REFERENCE;THENCE CONTINUE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 51°13'39"FOR A DISTANCE OF 294.88 FEET TO A POINT. HEREINAFTER CALLED POINT"N"FOR REFERENCE;THENCE CONTINUE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 31°16'20"FOR A DISTANCE OF 180.00 FEET TO THE BEGINNING OF A 100.00 FOOT RADIUS REVERSE a CURVE CONCAVE TO THE NORTHWEST;THENCE ALONG THE ARC OF SAID d' CURVE THROUGH A CENTRAL ANGLE OF 69°38'55"FOR A DISTANCE OF 121.56 O FEET TO THE POINT OF BEGINNING;THENCE ON A RADIAL LINE S86°19'48"E cm 10.00 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT. O CD BEGINNING AT THE POINT HEREINBEFORE CALLED"M";THENCE ON A RADIAL �j LINE N80°49'03"E 10.00 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT. 0) COMMENCING AT THE POINT HEREINBEFORE CALLED"N";THENCE ON A '• RADIAL LINE N47°57'18"W 60.00 FEET TO THE POINT OF BEGINNING;THENCE CONTINUE ON SAID RADIAL LINE N47°57'18"W 10.00 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT. a= ALSO THE FOLLOWING 20.00 FOOT WIDE EASEMENT,THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT HEREINBEFORE CALLED"L";THENCE N63°31'44"E • 35.00 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT. THE SIDELINES OF THESE EASEMENTS ARE TO BE EXTENDED OR • FORESHORTENED AT THEIR TERMINI, IF NEEDED,TO BECOME CONTIGUOUS WITH THE BOUNDARIES OF SAID PARCEL,OR WITH THE BUILDING LINES,WHERE APPLICABLE. • • • rSEM212 :ar • • • • ALSO AN EASEMENT MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT HEREINBEFORE CALLED 567;THENCE FROM SAID POINT OF BEGINNING N77°11'00"E 12.08 FEET;THENCE S12°49'00"E 23.64 FEET TO THE NORTHERLY FACE OF AN EXISTING BUILDING;THENCE ALONG SAID BUILDING FACE S77°11'00"W 28.36 FEET;THENCE N12°49'001V 29.00 FEET;THENCE • N77°11100"E 7.83 FEET;THENCE S70°26'S4"E 10.00 FEET TO THE POINT OF BEGINNING. THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS THE RECORD OF SURVEY FOR NORTHWEST BUILDING CORPORATION,RECORDED IN BOOK 49 OF SURVEYS ON PAGE 278 UNDER AUDITOR'S FILE NUMBER 8606039020. THIS EASEMENT,IN ITS ENTIRETY,IS LOCATED IN SECTION 18,TOWNSHIP 23 a, NORTH,RANGE 5 EAST,WILLAMETTE MERIDIAN,CITY OF RENTON,KING N COUNTY,WASHINGTON. 0 a, 0 O a .l. 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CV = 64 07'19" / • �y°j ��b 1503 w 517 i • R = 100.524m (329.804? / • F ` 15U2560 `L = 112.501m [369.097) N o/F O 1 �1 it. 1`°', 7. - 95.23'J9. • [ l ' 'b I. a. 167.367m 049.1017 I329.8041 N l 1500 1 x CA501 x d� 111 • I r 389 ,. ' os I 1,,t�,,, �� 1�04 "tvof 1�� ;n • x , ✓� 580'49'S3.►y 39505 J J 1{p.002'j ° . 3.048M L \ x . 1 39§506 o pE'c�ti:"7""05) ,i 5 / �s r . �N�1.IAO•••'�, % . A = 12;53'40" R = 100.524m [3 9.804 7� c_1 s L = 22.623m [74.223) ,"• le.% .e s �S LT 9‘_.1\f-3 . " 3 Q. 1508 p g 'w�,s, x 399 s`� GV p'�O6U96 `No • 1 ..1'.-. 'r'4•C r..,:z:2100.•ti:3-.1.,•=al. .1:-.7---..7.Z--.Zez•-•arz-e,-.....1—. - - • • • - • • • • .. . . • - • •. •• • . • • ,' . . I ... •I'..... • ..i• ''.60. 4.0°.°. . I . I _ °.,41 .......I. VI' I (-4%•;:„., ...- .0 21!).62. o• • .0 -... ..• 2 in .0 '..:•• ..••••'° Ti ... 1 . *.-•. r.... .-. • 1 . .:. . . \ \.••••• _..: -o ul 0 • \-.0 - :.-• '1 o -6 ...'. .4 . '0 0 0 0 •i: 'VI '0.d'i . •__ -0.... ...., 0. 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S:. z . 6E '` t o 513 t5Q19��0 5� cZ ✓; .t.1515 Q'�° ` . `.524,' 485 r�.a o . ♦ •‘ 1518 0>- v> ) E)I •iPI SB2.42'S4• 5g29 . T'S,I2 3 0 \ +yam yy53�6f x "o0 "lI ♦ • e: tk60 rcq.\\10. % .:z r of ‘‘.1c4; 11 . _556,-- - -15 . (89m [s..1.4281 K �Fq••'� i� •; 557 " �� _ , \\N �♦y •6.5a05;- `♦```Vt" 6d5 `G0' \\ 4 Q moo/i Q/i//9S 299 rn \\N3 mry/FC/STEM%a \ S28't 2 4 t-w `� "? '"/l', b.99�m [29.t79] ``\ GVL0600TS6 . . ll '� t dam: ' � • 9510090749 96 a/e0.04 s.utmra - .c6//r�6 ;�b °�zccai b 1. ' y61-665b n o. a ,, . b, �`6 p 6 r,'� h • • AEI �f' [y9M tfit99�. ��✓J l I 5 3 Q\•.�W94 Z�� 6G.tpf•JIy1OrIDM tC•f 11L '`� �'' �. (.L96'O81] w6G/'SS 7 .. Ol ���� (.BI I'6OSIJ wEL6'6S► Id `g9 Zi L� -Id 31°Nv 1���.'� 3 m IS) `/'OB�.S % _I I.LS90 •• v �16•II r `_6N 1 4 (.0L3.I��t11N tP • �p O'LC, /LN i �r� ftt)'17 ��C.ill c E .`• CP S 3•t C.rt O. !� ( 01 1NI h SQ \\ • ..,_, '� •' L9S t �+\' d 0�`nEill . I I . • a :£S I• ;0� to ry Z96 n �\ FZ o ££S l' - 0,�' 1: �\\ f6LI'6r) WI61717 ' td>t,� . ti,Ir.al�rs 0%J ry`�\% Gt I `� L 64�1 \t't�3Pg• � 1 0 • • ------ Maze • • G WHEN RECORDED ASTURN TO; O11o.ords.Clq Cut Utilities Pscfsa Mr I WY/A.-MS 200 K►Iuvian Brth EASEMENT Puts!Maud I'.Ip.Mao/ti6 Moo Ka Avian South Rack",WA 91455 Ormol r(r)Nam. Rwndup Csr r nt RZ3Q J3-Z3-3 1 limitary ar THIS INSTRUMENT,made this ZSS day of 6EPTZrVEC-2 19 7 : by and between Roundup Company.an Oreeongorporatioa hereinafter called'Grantor(s),'and the CITY OF RENTON,a Municipal Corporation of King County,Washington,hereinafter called'Grantee.' That&aid Grantnr(s),for and in consideration of the sum of 1.1.00(One Dollar)paid by Grantee,and other valuable consideration,receipt of which is hereby acknowledged,do by these presents,grant,bargain,sell,convey, and warrants unto the said Grantee,its successors and assigns,an easement for public utilities(including water, waste water,and surface water)with necessary appurtenances over,under,through,across and upon the following described property(the Right-of-Way)in King County,Washington,more particularly described as follows: AUached Exhibit'A'Legal Description is a part of this agreement. RECEIVED OCT.4 1995 KIND COUNTY1.1 RECORDER "'• fan • is.. • COCUmrr POW MT.:'ID t'f — Ulililitl Hursma err nrrxer.r�t.xrfi r Se.11012 r`c. a VSIIlTYDofA. • nGrssrr mgr. •.. $f^ EXCISE TAX NOT REQUIRED Kan Co.Kerns o;rsicn C\•l.`1F_ aDeputy • • oo.rr QIN sae siryn�uNr�Oxrx i+d at 5t ro alto slice • • 1111/ • • •I .), r • fit .i' For the purpose of constructing,reconstructing,installing,repairing,replacing,enlarging,operating and maintaining utilities and utility pipelines,including,but not limited to,water,sewer and storm drainage lima, together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities, Grantee may from time to time construct such additional facilities as it may require. This easement Is granted subject to the following terms and conditions: 1. The Grantee shall notify Grantor and receive approvals in advance for any work/improvements to the property covered by this easement. Upon completion of any work within the property covered by the easement,the Grantee shall restore the surface of the easement,and any private improvements disturbed or destroyed during execution of the work,as nearly as practicable to the condition they were In immediately before commencement of the work or entry by the Grantee. • 2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the easement rights granted to the Grantee. Grantor shall not,however,have the right to: a. Erect or maintain any buildings or structures within the easement;or b. Plant trees,shrubs or vegetation having deep root patterns which may cause damage to or interfere with the ' • utilities to be placed within the easement by the Grantee;or •• c. Develop,landscape,or beautify the easement area in any way which would unreasonably increase the costs '. to the Grantee of restoring the easement area and any private improvements therein. �. d. Dig,tunnel or perform other forms of construction activities on the property which—would disturb the ' compaction or unearth Grantee's facilities on the Right-of-Way,or endanger the lateral support facilities. �, • e. Blast within fifteen(15)feet of the Right-of-Way. ©This easement shall run with the land described herein,and shall be binding upon the parties,their heirs,successors ,in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and that they ©have a good and lawful right to execute this agreement. eSienatures`. rantors witRoundup ' Z)/ . • • rin Scott L.Wippel Vic: :: US: ILLe 7 • l $EPRESt' TA•rIVE FORM OFACl4{OwLEOQMe(r f`'� • STATE OF OREGON ) ) SS ,'r;'-,{.'_ . COUNTY OF MULTINOMAH ) .•••• 1 certify that I know or have satisfactory evidence.that �4 (./Ofpr/signet this instrument,on oath stated ;r{; • that he was authorized to execute the instrument and acknowledged It as the y I7" of Roundup Conmatty to be the free and voluntary act of such party/parties for the uses and purposes mentioned in the t';';; ' •• instrument. +. Dated 9/2.s19 • Notary bl is in and for the State '-' OfFCAL SEAL / ,{. ":•:•• . of Oregon residing at 5v,.�C r h� ELLEN At SMITH f, NOTARY PUBLIC-OREGON Notary(print): /•//r4✓415, ' l• COAMISSION NO.QauIB �• w CO440ISON EXPIRES MAY 04. rW0 My appointment expires: s s// 1.-:.. ,15-00L-t-1 Sheet 2of2 Corponu Fob c ..�nrrnrrYmC+e "u . . .. ,.• . . _ . • 0 • • i3Y 1 , •Z _ 1 •�i /PARCEL TAX ACCOUNT #'S - • /+RED NETER RENTON CENTER 000720-0146-04 1 000720-0150-07 •• 000720-0170-03 •• ri 000720-0197-02 • {i 000720-0198-01 I" 000720-0209-08 182305-9034-09 182305-9039-04 182305-9157-00 182305-9215-00 182305-9216-09 I 182305-9217-08 182305-9218-07 � I 182305-9219-06 . 1\ 182305-9220-03 182305-9238-03 722940-0010-00 ;! 722940-0020-08 722940-0030-06 722940-0036-00 • 0 I • OOP I! CD 01 N.•. ;f. 4.gs-004-7 • t • • • 7 • • 5. EXHIBIT"A" • .I I;:' A STRIP OF LAND 15.00 FEET IN WIDTH LYING 5.00 FEET TO THE LEFT AND 10.00 FEET TO THE RIGHT OF THE FOLLOWING DESCRIBED LINES: 7. BEGINNING AT A POINT ON THE SOUTHWESTERLY BOUNDARY OF THAT . ! CERTAIN PARCEL OF LAND SHOWN ON THE RECORD OF SURVEY,RECORDED IN I BOOK 49 OF SURVEYS AT PAGE 278 UNDER AS.NUMBER 8606039020,RECORDS OF KING COUNTY,WASHINGTON,SAID POINT BEARING NORTH 26°12'3 8"WEST,ON THE SAME BASIS OF BEARING AS SAID SURVEY 168.26 FEET FROM THE MOST SOUTHERLY CORNER OF SAID PARCEL;THENCE NORTH 59°43'00"EAST 46.13 FEET; O THENCE NORTH 30°45'48"WEST 189.35 FEET;THENCE NORTH 59°19'34"EAST 395.97 " FEET TO A POINT HEREINAFTER CALLED POINT"A";THENCE NORTH 30°45'45" 0 WEST 296,55 FEET;THENCE NORTH 60°26'08"EAST 382.73 FEET;THIS LINE THERE Cr) TERMINATING. • TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT"A";THENCE • 1; ►/) SOUTH 30°45'45"EAST 160.03 FEET;THIS LINE THERE TERMINATING. THIS EASEMENT,IN IT'S ENTIRETY,IS LOCATED IN SECTION 18,TOWNSHIP 23 NORTH,RANGE S EAST,WILLAME1 TE MERIDIAN,CITY OF RENTON,KING • COUNTY,WASHINGTON. oj • 4 2 se /7//9.c pip D/ • • Y: • tv :1 • 8 • . ---.... 117/0119 . .. .1 • • • • MI 7231192 4.....4 • ! ee••• . ',.• . • . •• •-•:. •e 1 ...:- . rt"--V• CvN S 1 4::;‘)••ec WAsif,. . • .. ..D t sov• • 4? 4' A .i. _ . -,..:• 4 4 .a '. -i- iSriritlf ft 1..: . . It i N\......°N•41.IASI/ , ,„v....,........-....#• - • • t ...... . I ti I' 1 4.e ..1 lc • .... ;1 7, .; • ,. . ii • 111 • . .1 ••!,.., ... I ..... ..... . .. .l.... ..:.. . . • .• i .1 • • .1. X . . ...•••.-..- ....• - •,.. 1. s ... ..' •.. :-. :••, . .. .• ...• . N 0 • ,. ••••'.CT) . • ; .. 8 ...; . . • ......_ .,.,.. . .• ,. . ..,. ,.. , •. . .4 .... .......,:.?„,.., .,...., . ••• In Cr) .1 g:• ?;,... ..,••. ,'" .- , 1 ' ....• ..:.i.;:.; .. ‘ . • .; .1 i.:.... I., Vi.... : VI • '..,.it ... .1 . :•.....: • ...... i!....'i : • 0' • I:.'. 5•1 ..... •. .“. /.. • .1 ...":"..':::,...".!- . . • '.....„.4." Kf•,•• •1. •:•i,' : • . •••30 -t;.: ei..• .: 1: - ;.:•.;• ..... •, . tr.°. ....;•:,• .. . 991/41/09 • FEDERAL WAY WATER&SEWER RECEIVE!) Pretreatment Agreement(Amendment 1) SEPOg 7994 1 et KiNG COUNTY :j, •_ RECORDER R7 THIS AMENDMENT,Is entered into In duplicate between the Federal Way Water&Sewer District,King Dainty,a jn municipal corporation of the State of Washington,hereinafter referred to as the'District'and ROUNDUP CO..38O 1 22ND AYE..PORTLAND.OREGON 97202 hereinafter referred to as'Applicant'. WHEREAS,the Applicant entered Into a Pretreatment Agreement with the District in 1991,and co WHEREAS,the District desires to protect the integrity and operational performance of the sewerage system and to W pmaintain the same In compliance with Its NPDES permit,and •.. • 17) •. QO9 WHEREAS, the District desires to amend this Agreement to make It consistent with subsequent Agreements g 0 executed by the District,and i1 WHEREAS,In order to meet the above objectives,the parties agree as follows: • 1.Applicant agrees to add paragraph 9 to the original Agreement to read as follows: • • This Agreement shall bo valid unlit.and through.July 2,1998.The Applicant shall apply for Agreement renewal leg days prior _ to the expiration of this Agreement The District will notify the Applicant if the application for renewal Is not submitted In a timely manner. 1: 2.Applicant agrees that paragraph 5 of the original Agreement will be superceded and replaced by the following: This Agreement Is valid for the Applicant for the commercial operation Intended at the time of application.My change of business purpose or function that could have potential to significantly alter the wastewater characteristics or volume must be approved by the District as a condition of continuing sewer service.The District shall be notified of any proposed change • • In building tenancy that could have potential to significantly alter the wastewater characteristics or volume prior to sad • change.Should the District's pretreatment regulations change or should a permit system be Instituted,Applicant agrees to abide by any new reputations adopted by the District and procure and maintain any permit or permits required of • . commercial/industrial dischargers In the Mute • • Applicant: ROUNDUP CO. Federal Way Water&Sewer Portland,Oregon King County,Washington • By . - By (date) Director of 0G The: VICE PIPES,bec n/,— Date: I' 5- / MATE OF tateC'�Os✓ i // as: • County ZC.G A,ys..e,-, / I certify that I imow or have satisfactory evidence that �- t 're-- -e signed this Instrument,on oath stated that.he/she was authorized to execute the Instrument acknowledgedJim /her as the vCitP¢e eC P--" C� • of ROUNDUP CO, and to be the free and voluntary act of such party for the uses and purposes mentioned In the ' ' Instrument. • DATSD�tom= C.-C 9./�J9 , • U (---; . _.. ,,,,z7itR-r�Co • !:�•. A & J =1•' MdtiGa-c�r--4 ace"-- t<•<L• f:Z -•: WY COUL012 N EXRrE5 WAY 23, ,ces J "t•••• "� ••:.. • Pr 4/-Js- . t • •�,,��{ ,' i}',ls . .±� t 1 , /hA.nti: may,u ": t�.:e , ,ia. � .. .. f`•�_ .�..'�••�S'Jt �•�%'�•1��r3A�.�r' iii}..a:: . ,. . •' . ..••-.. '• " ' • •• • 11 ........-.............-.........-......---,-.........,.. 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I ._ . •-•--)1'.4f-;*-g•i•••!• • . ••••:;!•47: -' *.• • i-aff.•;!,0.: •. • :.. ••. •••r;ia:'4orzton.b:: :rant -., Sn??1=er.talgl'-sn:!ots,Renton oho . Lancs-.I yiz.zg;,.. ...,,,......'::........ [ • .- ....-4,;-,t...,•• n:rzhei- ... '; a-•line describe! as foilbt.-si.y••••A ..:, .tv:,k,•.• • . ..,.... .. .••••••i•; ..,:": - . 1.- •-:. •I '.."‘,.V.;:;.'.-:'.. -•,••=,"r-.ing:-.ar•a 7.:‘nt fr: zne•wesr. Line o_-1,-Shattuce. t:.-eer. in Sr.ti-ner s,..,-...-....... r • ....''•_':• -....."....:• •••: --- .'4';'=-:.:.' • F -. .1.,•:•"-'-n t -o the 7.:--.-. o! 7.encon r,-accordi.zg,..:.to ?lac _.....--..!ed in Voluile f '. .. • • t :.: o: ?'ats,--?a3e 33, in Kir.: County, "flashz.r.gton, _) ..e_,_ __s,.a.._ r.,rtaL.-1.. a., - •••'''.g. "' '.... ;p',4-:',,,-.". - - • ----- ••-,•' -.,••••••;•-"•- a--1...s •r-o- •--•e --o--'..erlY,basiiiidary .line of the righz...o: 7.tay...o... ...i t :hA Pah : Cca : Sa: ai Co=pany an! running-thence westerl... parallel to said • I* ..T.'; :-. • - a.- '1.•..'kV:.:• . *r.,..r.:r.'ar-: ., a -"stance of 1,25.0G feet.,?..thence•yeszerly along a straight line, . •-•..fi. :........„ •.. 4,,,31.,... a istar-e•O: 7'-C: 'eat, nore ar less, to a.izoinr.•z.n•the west line of G,overn-ltnt ••• . .. . . •„. ••i 4^31.V:•••••••••••• - .- '4 '••Se -'0:-.:17, T.-.---nshio 23 :;or.t1...,•Raage'..5...•Zast, ;-;.1,.. 265 feat distant north. [ •• V. .,••Y 3 '. .',:, i't ,:,%.',',..'% • . 'n".. ..-'. s.-.... ...' . . neasured along sat- west line fro= the northe:-.Iy boundary. of said right o f•-,:a..•, .- . . • . :henc.-e'co:-:t4r..•.:;,'-aeszer::: along said straight;.line procuced a distar.ce of.415 feet, [ . • • - • •:,',1' • . *.^::•••••••-"-,'• ;•'..-1-....f;,:::.. --,or.. or_less,'to a point on toe -:esterly....;line!or.said Tract 4; said Tact. 4 f beir.3 , • ••. , .. ' -...:Y, 4A.-: • as sho-..o.- an•::'--e official =a? of Supple=entalliaprof Renton Shore Lands or..•file :. i". ''''' -.• ''' - --.01:1:..1,.. ..-• ir. the''offiee of-the Cossioner of..Public''landi'at Olyr-pia, Washington; also.'•'...: i• 'That.part'•an:Of Tract a, •Supple=entanY.a?•of:Renton Shor.e Lands 1ying..north*.• , t - ;"•••'.'' •• .- • ----,-• '''1'.i,.1.-t.....,.. - o' the no:-.r."--1ine produced westerly. of,.the..,soytl:Cf30feet or: Goverment Let•i)3,:•,,...:,...... •• •.. [ • .„ .. ,...... - • •. •••".-„, .•-•-. -.. ,..-...-,' ri•t, .,:,:.• • 5 ec tion.,IS,'-`..Tolinshi? 23.No rth, Range 5..-8alt,W.11';`; `.said Tract 8 being as shown.ou,..,•,....:. .......,...•;'''....:..T. 4;..'''I'Y':''-•':-,.... :',40i-If:.'•;e.\':,;-: '.:.. , . the 'oiiiii..!-r.ip•::.oi Suppl=ental Map:•OZ..,i,Rentba:fShio're Lands on file in,the.foffice..:::.:„ '14-.... - -e o f r. o=% Cisaioner of .?...iblic Lands at 01.-impia',•:Washington; also ••......i,.-...,' -..,.:;:•,..'.r'-'1P ''..,;'4,..i..,.. • : . . ..........'..1,:,,:j.';',',,•:g...---,;-'1;:(..'•..--.•';...: .4?-ai4::','..........:...-•:•,:f:.::::• :::Thailipint-1.or:..:of Tract..9,.SupplectunSalMap :O2Reator.1Shar e Lands :lying i.r.t.i.!,,.;./_:.r.,,...:,i• :...... I ',`•-•'•''"-)2.:;•'''Pl' ::''''..:'..":''t-'''''::ka."•;'in."1"C'"'''' .....••;;','•'':eas't e•isii... ..ii.1"1 Like'drawn pirallel••Witaiidl‘325f,feet distant7 •eis E er 1 y...'-f icilaXiii;v4i10.,•;;•,•••„ ...„-„,...::-.4‘...,.a.4„,,),x:. •.••••••••,..••,„.....: -7,‘,`7:,-7"1.,•*.V.:.Iip,e,.tt, -:--......."*: - -7`4•• -, .• • .' •, .....,,, ••••••),:;'../..,:: '..... ". -:::...Z.:..41;;;,,,441.1, •-•.:,,,....':,-• :' '. ,:?.&•/..4-11-c•...,.;%'•';';.••'. -ceastir dd"along' *.E.the•southerlyi,line..6fIthe..Tacioi.coitst•Railroad„Company,...s..7;,right:,•:t.:.-_,L.:::,:•,-,:. • :%--......: •.j:':''''''4 '- -'-2•:•:--. .•:-: Y ,,, ''J-•-•::'•-••••'•'.o: 1.itb....e'k'ire.st-line Of Governineat•'14t1•;ii«`4'Sectiori"18;-Township 23 NOrtfi ::Pi','$•;:,;W:.',..1.;',.';:•-•• -, • ..,..,...::„.te,fc.....•4...,•••,' 4',:''..,11P!‘"1.3.:;:•.-. ..•:',......:•:. ;•. '.'- .....•,.....•„; • ,. • •...-:•1...%\c/V( '• ' •.- " -'',. 9›,..4,:.:•,..••• ; ...........Range::5:a.ast,,W,14., said Tract',So..being.as;;kholai:.p.u'thu official. map:of..',..'..i.c'TV:•,..1••''''',:ei';':',.C,k'j:........'....', '''' ''' ''• '''', -•,•'.•V:4,1:4,..,-1::,.. •;„ .. . . • '.;.•:..-:;;I:4, • -•--. .--•11•{4-,.i.,,,.-...,:: ...,1:.supra -•etatal....liap_o.. Renton Shote Lando::;orkVile1in"the office of the CcereaissiOnur...:...... • . .•••-;.....-..v.-7.,1 '''•-..-I • s,- 641 I'z o..'`: * • -,- • ' '.- .;.;;_i!:131.,ki . •.-..:.•; -„,:;:.--..lyi;T:)....•,,;.s•.-.. ,...,•fl'of Public,Lands•at•01:-.4•1.a;•Washington..7.y/;•••, .:,,i,t1t ....... , •: . --...:••••;r••:!..':..4...4,-.........,- . • • '- Ir• y'", ''Zi‘•7-• •••"•1•...••,•••••,,4.,4'.*V."4"•,,:,,i'-',;•,-". •• . • • ' ••t•:•-••• •....r:.C•4•7.4•ent•.7..•.,,,I,,:a.:,,,,::.. :....,::, ,:•,./-•;.!_....:....../„f•::.. ,e,..,:••„,:•.r.4...;,,,y.....,..!,:,.0.1.,,.,:...'..',7%.1:,1•,,.., ,If...1.,,Q:.',.:.:'•''.:':'....-- • • '. ...,•-••".;IS: s.":.-.;•-•'•`."°;71''''-'•/!?''...V'Tal".•:.1.:1-!•::'''''• ''-'..•'' '. .'''.', •'.•,•-:-.'"::!...,?.1-...'&;:a•liti'...;11:,1.:r .•-: 1•''' • , I. 1 q Le.S P tie a .c- n_t�.+L.1 t.. 'Y' ui j K -cf'b ' 4 '' C r'.. �,.gi:V._.....(Z:T'-..:k:e_iV. �'' cox' �'S-° ?�'r .c,'i+ •rr ,'t .;42` -'4*Z' - ~ •.�.-:fin {,.a— „> Y 4 . �,,..f*�� �,�� 1iS'� y. .�, ,fi`i ..�Ya.it%«h.i.try:„' .....l+-i Yi;.... ..1.,•.�...tr. ..r``''.."*4 '. ..i Nj�.+Wd'[4t • S t r • f1 t V k - The above deserthce salads ne sold ssefeat to et the provinces of Canter 31.1 at the :.ea which reference a Is her red whkh shah be es binding r�the eaotee and any staaossior In telecast at We.gristle es though SaD7ect.to hen Lan or Site the i.p else De created to 000scyetesoi of re pseeant to ate provisions at m act o!me Legislature "'`, o!the Stale of washtrtlsos�edstYd'An Ad�trya tn_wtttN waterways tor me taw al tuvlptsae bay w excavatedby the :;` vote contract provident;tar won tide wtoq• to tie state.tending rinds-at-way acmes Ian* belonging state: apprdeed Meech .tags ehsylar M ire t a!IS& RTts treater 6aeb7 iev�aseeplll teraRef7 oat..d the grant taxes tnena solo!belt he etteoworsand mains' " of sloe Aka forever.all oils.gags toei.eras a rlbade. every llama or daerlpties.and moor be In or Upon said sands above described•ar and ti part tlsaaol. ti and the right to copiers site mine fie r west ell.pug,earl, ores. b. tvab and lassie.: and It olio e ebd expressly saves and reserves out of the grant hereby made.nobs Peellee encoseeone and widens banner the right to enter D� Man.eta agents- attorneys ._•,d ^••• servants upon said lands or w part or parte thereof.at any and all t>sues,tor the purpose o3 openbp.6avtloolas and waking mines thereon• and taking out and removing meretram an smell abbe gees,coal.ors,mbneale and boasAa and to that and fl further expressly reserves ...4 out M the grant he rby scads.tote!belt to suooessees amid lar�s�v�e`r�the nabs by cob or thee. samba.cams eta and remove such 1 at any and all times to ernes Ooaeruct aatabht bad taN aII satA Dui u.+c.aaaer�. goads bed rabbets.sink such eta. such sera.and L" to remain on said lands or any part thereof tot the business of end to occupy se much at Bald Lads as may be necessary or cob- .- venlent for the successful prosCMY.a of sacs minted business hereby expressly resa-and to itself.Na ntoeemo necessary and sralrns.as afrend ter. rally ad rtghto and powers th.o 'a and ever said Leda,Whether lateen tr tyre erved': r vided.t t co right;s toal render e- -_ .'• betel and emctent the complete to . t s su at me peapart7 and rights provision txpnnty made b pro". tated s successors no right;shall be exercisedayto •.• under t u reservation the and by n Stab.its rights era or sires,lentil gee at.. I has Paten toads by the State. sh sto b ex rc e.�aa to pay to for owner a!the stai upon sa dao the,by r herein entersreserved to,...Otala. Its successors or abides or sought to be ederctsed• full payment for aU damages sustained by Wd awaer,by ream of entering up-.sa:••t land. TO HAVE AND TO HOLD, the said premises, t.viti. their appurtenances,unto the said ROBERT L. EDWARDS.and__IANF..I.... ARnS,....hushand..atnd...wife.r...their.. . heirs and assigns forever. WITNESS the Seal of the State, affixed this.. .W' " ' . :: day of. . 9.44..,c..e_ .. . 19�� SEAL �. .. • `t, Gat crnnr. •. . • Attest: • • • • ': 'a`�r' .. ... ..�• +r.•C✓. -,.• .. �•. . )-- .,. Y, j�:• rr •ssisTANT Secretary of Stare. • A .No. 2048 ' State record of Tide Land Deeds,Volume 22.:... Page btt2 • Cont. 1fo. -- /c..'.f.-•.i a= filed for T9 TiL S.F.No.4035 6-/i-04 an Request of�I'/-°� c ell•Gt.--a-•_b[_.Lf ROBERT A.MORRIS•Cairo"Ao'c for .r 7 .• --,,rv. ,.) •-"'•'-7,"77- - •0,-•V- , •-. ' - • -• 7.-ic..! ,` '.,1;57::k-'4.747-4a,4,:;7' -8$;!•ri..-, . 's ,-.. . -,- j. • I 7: • • _ f..'-;,..to.4•4'1"...• •trfl• -- , ••••-•'c:i" ...,.•. ,,,....'...',.:."'•':,:.i....• . . . . :• ;••• • ' t,.,*•:•,,,,•di,., . ,_13! •'-'•iot,-.4k•-. -1- -,i. ~' is ,•*0•ecille*-'1•1.--s 1,..c.•,--, . . -. ..•,,., ..,•,, .. •7.,:.• , ,. •.' ..• ;• : 1 r. ..1",,i,;..14:-...-AS, L..,L. .'+,47t 1P.:;71Pi• ...c''A.- ...- •' .4.7$•:fe:.'"aiNe ' _A' . ;11.1'47•••••'-':::''''•• • :".....:'"'.4-'4 :'•-'.•••,.•'*:.;'''•'• ..''.-....*::' .;'.: ' I.• • t',i,-.....'''''...7r.f;$'41'., ..7.4...•1•'71•P•'•‘' . ......'•:..i,.t.';''.";.4:•I.t..W.0.'-',7'.:•orl''''''' ' .11•••:•. "!..-...:- ---'k"S'I'lt.:-.'-' •`•ti'Z't..-1;•.4:-.'."•:;•:..;;?:'...i. • , ',1".....; i.:.;',;•• „..1"...,;-7- .ty-V. ,.'-'.,..7._ •rs.,, ...tiz.„.,, .„,-•••• . ,:,..i, .....1•• -..'-;• •••••'•.`;..••"'•••• ...:. _ .,..--..- :...ft.:•.I-.-.).":„.:.s. 7,....•;;•-,,• ;....57,.-% ..„. "'.‘••:.''''s,•,.•...,..•:..,.:.:..,;.1.1:;•01-1/454.• '-r.s,••••••••••15...,,..•:-.•• •-.........•--•:-..ixtintr 7A,n7 •'-' - •- • -.....--.•..: . ,11.4.--..,...-,"5...".7'.•"dg."1,:•••;•.::::''' . '.•:"•'. •'. ' • .• .••;...•••••• ••`.•k-,li'Il•-•%•-'.i•V...•-,''`;1'`-:;• t;;;',..i%:-.it•''''ft:?;.411..:',....'*'id..:(', "r• 714,-;'' •.:"7:-•‹ .-..• , •:. ! ' • • • • •• ' ••.••'•I•r..,•."-r.7..a.,!:12' Cs'-'.:i.:.-e-k ..!'--,:•;•;:.; t::::"."'?•' '''./1'' i '''• ' - •• • .,," 'pqrfkl..-.' • 'ir''•L'.'sgifil •'TS•B ...A6ritItir.; .: VI'iii''''''''''''W'''''''''r Vir,V;P:'%•-•`. . •:',1 , _ t..1 ' ,k...,,f -d. •. , ...,;•.,_:•, .4......,.:•,, .,...i. ...p...,,.;.,.,. ..: 1- _,••• ..__ ••• _ •__ _ i . . . .. .t...,„„, V. •'-•_:,:,..v..,;•,,-4) : . ..,a1...,-.••."•-• • , . , , '• " . . • - -•• . •'$,'•••:.?,1z.,•4;101w4g.,1- ''4,7.1..-.) .„ ,sa en. nci.-i.;•?..2:,_`.1.. '• .4,--KV., k. rc,,,oti. :; !!• • •ati-ip of lund:1Q0 feet.in e • ... - n . g .0UntYeLliENtij •• aSktor4''''•:\t,. Iti .....• tf‘,.,V,.77...ittil•'.:um. - nd 1.i.., ad the Vester3i•a id e of ana.t.djacent to Bonhoyall.l.teit ....• : •.*.tr'• e.--;:,•-5,-; 1..-•• t,ct 3 50 foot right-pf s.ay•for.the Covington-Seattle trawk:654,* -vir••• ,•-•vz,..-•. .• • il-1-'''..?'::57,,,-"A:•!,44-.•.•'..--.:-•'eof enict.stri irbeing 50 'feet..4istant f-oci, on 61.-th.. . - •-•...• . ..,:ThdraaVvng, 5/ •17.1::•::1:,C.).2'. . ......"e• eVenter lifilit'istillienter.-lins nel. : ..- •:-.- •si-Li.._•'-i-'q..cyriy.. . • N. r• L-,.,-••:•:,• ••...- .•. • • • • . . ..• ...,7---•------ . - • ,--,-,--- - :,,,--.•• • - 0 10 01101r • ' . . - • . - • • .• ..dalgi 1,,•"-C73vM"' tr,,7111, 51. t. :4.------,,::::••7.• ; ,'•,". • ' '" - • •..••••• Ict-lqA-•-- •r . ..w,..& • re-,-.. . tem,,,.-74:: i 17,717,7iI.W.-.•.: ' '...te...--••:..1.- •'• --:7:%..., : . ,_ •• !....• A a nez trly.11cundeTy.'146.1.44,....3:..1 •.'.. ,5%.,..„--.,,,•.;.;...LeJ,7,6,. ,„ sm. • • -,-4:1;ii, • nae pint,COrpoiationja•South Isi•nton SOptition Situ, the ... :',i,7)...,.•-1, .1.,:f,•••..17.r„.4 . ) : 1, r-, -t;3"---;•-•;te-:. • . . . 7, !Itlia:rest-line'of Bloak*•4•-of•Penton, .ypievf;according to tii..i'.re. ie..aid. ....v41.:i,,,„,,,,,,fc•„.L.,22,, I• --414:,•-_,,:,,-71._.i••thiraof,''in Suction'19; To...nth/0.43,.lorth,- ‘..nge•5..-6ast• of.t•hff 74.1.1ate,tt ...i.t.: . ,ti-',1`. iL....Aleritan;' st4dz-point:'h.sing 210.8 feet north'.and 515•....5.T.Let:.eas.,..546. f.'iti......e..4...H•7r;.••••.:s.„.....o.s. .. .,.- ...-. - ....,...,....,....„'re.r.it ijuart..er. corner'of said Section 19; th. enee ri•-• 56w•141.• • .e:44 kis se;•,..r4.!!..2...,-..:c.,),,,.4.:i.g..: • •. i.=4,:.."r-ze-7.:,--:::•1; :...;'1:p. f. 1635.9 feet; t.heit. ce•N.....1_9'191. Vi:'J... tic.k.zr.cis••of•1672.7.,ft7,.9 ;:.theoc,i4.N.-,„,, .,-••!!......,‘. - -r........ •. ••.11 0--.-,et•17•.a.dis•tence of 3037.6-fee t; th. .l.ncs 14•43.9-01 .-....a,.• .nce...::41.3-,7•;:::.";;;;;;ht.7.,.: .V."4).•.::-''• ••••••••6'--`^•••••'= .• • . - ,......•• b • r - . " '0 1 s'.3---Teestrt0- 1.177-'P.Ciialf• on'the'senthrbonndary.line ak the.'Benne•iill.. . e..•g 0.±:er7..:•••• 7.....•-:,t•-.4.t.- .- , ....• -:•f.m.:,i, ::•••:- , .-.. efaarii trationls:i..qrlingtori-Subutltton•Citur,ths--insing-th?.-soduth:T:i'';.;•.• -......:4)..f.:•..1-:i. , .•* ..•,.....ir::••n-: :. .,1',ig •' ck-9-of-egritrigt ct-i-1. :e..Wz.:4 Cs i •aceore ine--:to the'rtcbtdi.ct-plitf.1.1:::•-i.7;;Z:.; V..••1...-'' ''' • .- said-point nV:he ing•o40..2.feet aonth•and 30141 fat ndst•••if.the::::;•...!.-.15.-••••.4.r..'4.„.: •. Thi,',.."..'•-e;••.• •i noitIrwsst cornet.of gentian. 13 • 'Ton-nshi• ••• _.- • • , ..•-„,.._ ._ •; .- • ", ,-..Z.;.•7:,.....:.-i;;;.•.....(fi 111 - •'54-* -' -- .1.. ,- •• • nn, a• n hing,Rounty, ..tial-r-.-;44i-h. .,...;-4%•;,-.... ..........; •.....::A,-,. .N.:.,..:. . . .... , . . .... • • 1:••=:;*-:ri- ,."•::::. :•,.._ ... ...Ls,--; ..,. . .. : . . .. . . :Frr--;1:5--.••'7.- ... : • .• - t,f1 dcomprising-the. t•ovskaeseribLa•101:11.Loot Strip:.Pfjland7:7•••.'•744"..ti e r.Oa, ' nib un .• ..r-• .•• .. . • - . . . . .,.. . . i"...telki.,•••r''.are tors particularly.1 3:c ,:i•,,..& folle-;s: , . - .••..• .. .:"...:.....-j,...........:••,......:....i..,,p,•,........4,5•fdte:: .' es. • ' F • •- • • • .: . • • • • • • ..'.••'::••..•, ... .:"..r.•;•,-....•,:-:1•••!:"V'k.:61 A•••••1 ' ' 4 irii ct "e4::4 64 • _ • *-fa...'••,...... ••••• :, - . ....." • • • .• . •;. • . VI:-: •••:•"-';.. ..',!4•'..'''.1-;*.d?,. . - • -- 1•‘•••••"•'•: ••. • •.Ttibt portion.of Lot .35.if: Slock:13: of C. ...._,...±..r....____--...4--• -*:''' • • • .---tra Mrdens Addition-to--ific.--CT-5.AC.S.it.tle,--Thivir•ion #3.1.•71d.4.-xirol.Tio.;t:0,... •.•'....•:.-...,.,,?.`11:,;.:'•;...,•' . •• •••..,•••.• -77,--re-turaza-71:1691', in ti..e Nar,t Of •;:ection'1.9,.Tonru;hiP. t'ij'Notth, -1:.:!:•;•,......i.-4•;•:-.1c:. • . • •••,:;.,2,44-'2?."--.1' ..- 7 '11..7niss .5 Tiat t:, of the "aillaina tte }Jeri:liar., ilini; CountY; V•u„shington,,..ehich:.•-..-.:...-....t...tt....,. - is-40'614"••'•••-"11••:,":"..a outno.t's te i 3._y_At_the_llonnnville-Zowtr Ad minis tra tic_in1 5•exfatin g 250.,•,' ..'",:••••.••..:• i„,"....„;;.,...T.a.:._-. • -. .;-..•••• Toot'right of.y..ay.for the Covington-Stattle trtnarrilitio- 1:airgt. ,-+n. dlicirth...-... .-:, . ..,..:,....-.-.::. ...iti"::•'•:- '• '..._:-4-..frtily.'of-a-line .."tireli•le 342.5 fuut scattiN•elterly. of •sici'•parallel to .... . .• . .,... .. •.'-. • . , • •-• • 1..1*-;•'•-.' ''• -• •the-survey line of the qoiii% ton- -r.t - .... •, ••••••'••.'.•• ' --::.•7..:..„. . .. ... . ...:. ........ . -J .., NO •r / ...tscribtd Ls•follu.. . . „.... .... .... . ..... ... ,... ....... .,.•,.. ...:,. • . . ',. "'in.::•.-...4",....:••••• •i...• : •• .• • . . - • Degir-ning at survey•station.496.i.73.17, a •116in't!-o.'1-'"Ea7Ta. ..seains. ,''..... ..•:-...•:, . ••.4.,1.41.,.:-''''.„,1-•:. ••":".;of '.',4scticin• 19,"TA...nship 23. Nori.h, itz.n.E 5.(• . Lat. of the 1.11.1arnette:.1.1eriaian, •.:•-.:.......,..2..., . . ,zdf;',..;*"....? .."-' ••••••;naid•point Ming S. .3.° 091. 52" :.... a: dis tulea•of 39:37:feet from.tha '.var+•• • -• '• ' . , • ....,- .......c ion , . • . • . ter s'e: • ..•-... . 'n.l.the-nt;zretinc-.13f..-7-';..'''''r'''-:t; ' 9 thence 1 .5.-..11.1'...•• ....::::.:." . . • ' • ..-;:vr-;-• .••• •• 53" "...-. .n distende •of•2191.67 .fu..:t:t:Y.-survi.-f st,Ition--5.18;64.84-thened-N. ... ..'•. -..... .TH. .1.;i41"1•7••':'-'-'-7-4-.-1° 13.1 53“.Ir.••;a-rdigt-r.--n776-O f 1453•99 f vet to sui•vny stk.tion 533;18.g3,;_a _ : . . • .. • ft..4,. ..,3;.:.,:.... ..A..•: ., t,on t.h ._4(2r,tkilline of•suid ::-=ct i on•19.;-suid.liofnf.:.'ecififill...!,69°.17P, _:_•_.2.__:,__ _::...7 . • . • - i r di 25 of_315. -f .th 12 tfA from . :1-.1 .rtcr'•SEetibil:epry•er•-.0 .•••......-.•.:'......,...... k..,...,,..1,;,:, ...'...• • • • 2......---..-= . . . , . ., • ...• '. Isor•171.lint. of s:iid Se.-ction .4,) • ,.. .. • •,?„.: ••• :•••.;..._ ..•,-::;.. :•,-,..••. ,.,, .•••‘.•-......p3-•,...r.•:. •." • :• - t - • . . ... • •. • ' •••ir..• •••gqiii,g,..-. • • •-•e:The ki.bova'clescitld 2:4 c.-I. 9f.D.A.na •contairiu.0.1'uers,..iPis.51 .....,...... .,,,...,:.: - .‘-• ' . •.• -, i If.;,.._`71-t.." 10.‘;;;.1. • .. .. . .' -•• •'3.e'-•' '‘....i7\77t.:,'.4.:.•*'-.41:-'- . • .• •-•"••,.g.i.f.••-r•77.::• •••. '*.' .-.... .i•-4--..r.-1-._:_•_ ;-___,..;_-_:-..__•___.....-.. . • .•. • •. • •••••,...5••••.•.:1--•.. ••••.%.• ••••;••:•••:.-4 . . . . . • .....2=-;-,L--,'''.,, .- . - • . • • •• • , . . . ..... ... • . • s•fik.....7.1:.•....1.1%• *• 'nit portion of Lots 5•, 6 and.7 in•Block' 11 of..C; D:'Hitsall. .....-,:*•.•••,.:v.p,•:‘,•0. . - • • ;s:?1`..‘'vrr•.i.-Ekr-i- : it......ri.ini.•to n'Cc racr.4.Addit 1 On to the City•of Seattle;'p iv i 5 ioh•#1•,;-..Lic 0417..„:?..:S,4,75,71.1..:3•-•:.• . • . - Iti ...'4";.../if.'!;.)11t-.'1'.i.;•'•:-.;:il.5..•• • - '.. V...-. • t.:5 the.ren.ordad.Plut.the.reof,, in the ELT.of §ep.V.on 19, Totals P.L. ._--..., _. .,...• . . "if-••••••-;... i;ortri, hinge'.5 in C tLcir.•th .V;. -r. .. + ,• ?3,4n.,)-45-ifigL-GettAt.:,--Wat• •-•u.•:• -,-.7: ' •• • LouJe..ex t•-'•.',:4,11•1:11.3,;:if. .• __:-.7.•------:---.. -.. • ..4:_ziou 'es tur1yapf-tht:gontri:Vi.//t-Po•-.,:tr:-.•A n str?, ....,. •: ..t..,..re.4,,r...., . • . • - . •• ITZt;,.. .-4,1 . ....;..-; 41; 250 fpot:right of 1/0,5e'for•the-'CoVington•-.c.Ssc.ttly.tro;:t.A.1..sdig!U_ ./11. ,.,11 (4.0,.. .'4--t.,-,,,,g,•,,."-•''' ..,:h.it; • -Oz.,;••• •_,„,•.f,, -.e.,:3;uati.port.h.4.:attr1)...17..t.n..Lirie rhich ii• 162',5..tat *soi1threserT.r;:pf:1,,,...- ,...,%?4,1-..1.2...;.&*.... . . ••••7::;ip.Tei:11...!1•41111...to•truis"sizi-Viy:line'•-of• 1.. •'''• •••' - -..--`*-•-•--*- 1-..-='-':-.--''•''''''-'72-:7.1':-..--777•7;7 lir , • . . .......- _. .... ---2L:-L-'-'-::---------.... .---77-,--.-- - . • moon _ „ , ,-1,_,:,.....4-01.1.r. •... • ,.V 1 rA.1.••••• 40••••C..'''''''dkt..'S'• . '.• . . • •• • ..1,.• . •• • ••.•-...)1.1.....„..4..... ....::...j....`..4s,f, p4.4. . . '..S• *•'''..j.4...htill:•1%..''•^•.•-Z•.•••• •"••- •• •'•.. • .• -"--•.' • ' •.... -1-11-iLtr-T--'t.WAVIP4I :74•:•••17.-.;,* 5 4. • jr.a126.3.1.....-,....Ss.14.Le...13° tra414-0.--Blt•bilan--496:17,-;171.7-RT° h •' •• ..• gen•.'•''.1 •N.••''''''''' . 4.:4'...' - . • il ti.•''''' On-19-1'ornishiTZ North .g..41- p-- 5.E..se of the.411.1.5..te,_,L.t.etirer_ . . ../---------‘" '•,..,.. .... •.,••. - . . .,,,I........ .. ---------,.4--s.':-..-.7.-4.1,-....7-.. ..• - -.." • • •.---••:.; . • • ::.-- • •-... .4A- ••••• -..,1*.4-.......:.--"'-.:.:14 . . 'F''''......'",-1 . .:• ' -.7•--•:;t--,-:%,-..,-...,'-••:-‘:'1•-•';•-•;.•'"".•;"•'" 7.`---.;.••.i• -1- • - • • • ''.1 .•-t.'_,-' '.1:61., ./.-,11.'ve,..qr,".74.; ; - . . , 1±,:•';',•-i;-`::Pk-'-'•de ' ::-..--V,-;:4"i'-'•'.1i:V.,. •-,s-14.1 ..:.es.• :.i•••,.' •, • •.•:...• • ... '.,-,;.'••.'•... -...-'•••..1.• •. .t,...-,..,, ••AW.T8,-•,?.?".44-g , - :f:-:;;:!V•.V.4-V-t7,:4,i5''',%r•• •Ir..- .'1C•••;•.41.,•. •:"..1:1:.:;1:::.:..- :..-::• ..-:...--•• "LJ•:•,;:-.. •... .f:.:•T•..k.. 4,,y,,,-..,&;.;7 r•-,'....i424-41`.F.,i •• : .. . - - .1-•-•••••-.--7c-,s.1:2F-1".-1F76.).'449;7ta-:- ; • eo... ..• -,•:--•••••r•st, ..-:.„--, - •• • ... .. 4. .....•_:-.:2....f.i_- --.--kci i...t..4.,,vizii4,•••,...,. - : • - . ,,,.....:,--,-,3!...,•••,,•:3-.A?:,.1..„.,,,,,-,e&.,..-i„,. „. ..,,...,4„;,....,..,„,•,,,,.,,.., ..,...: ,..•. ;,.., , ..,... , ........,,,,..... , ?„,,,. _. . ... . , *.....v--,,:-.._--ir:,,...-4-,,.,. .....,,- ..- .-. . .,, -21.‘ .....-'-. . : .---:---.• --.. ..... . , - ------. -••••17..7". 44 ''''' 'ei..-''7,•,.....;,-6: 11.711* :•27'..,..•-'•.-",..",,,...t..V'•-•" -4°4_...r-''1 r..7171.11, . .ja.o.;A-••••••• .''-•• •. 17.1.i'...."...!-"i•:7.• -'.."'n•--it74.-c-••e it:isit.....,-C•J't,....-.?... .)•. ...:..,1 ,.', • . • till• 1••`.6 ,......,.•:-;_.....,,.,„-•,,...q,....ISeL..--;,.-*;...e•---...... -•,..._ •••••1.:...: • .7.--..... • •"' • ....-..-•••,...-••,....a.....7tap....r.' .. •• - ••• •• •.,-, -4-q.q•-nlf..0.1..` i-..*-•::-.C;d7:.••••4.1••••99*.i•tvoc...•••-•"1.7;.-,,s -„.•.'". ,-.:-•,.;-r•:-.1=1.f.A.7.Nr.--.4....••••••.-,ec--;:.•„,,.. ---.,,,,-,..,..r.-T. ..,c•- . . ..ere.5.1...0.k. P• :.' ....-.0,4":7,i':'.v•4-.Tirrii&.Sji,.."111/4-S.F.N .Ti,:iii.tir...eftici..-1! 'ef.40^Seg.:5i.,z4.3:., !:-..7:. •,',..Lifoi.,...4.;t7,.„.7.,y,•,..;f,',•.t.4.•:,...„. s'- ..--isi.iiii441.0. -2.1.''.:::•-•i..a...'"aaCtit',....te: . ...'" .• . -,•-.?.. Aca..L......ais. .7.:• • irlf.' ' - :''''''.'--,""-,;,::,a7diVt'w;i1;Kage•-4•14.41-1 ;..o;Araiii, -.....r.... ....? ' A..I.E'..4-!.7:..'{4..;, ... - • 420 "7.174 -.1 - •:.:. -I 1 -.. - - - . . •••.%A..;hi, •'•'14-'' ..1.. '.. ....• • . , . . -.-•-•••• 11•;'• ' ''' . : • •• '- •---- • ' ' .-- . •--::',.::::.13"katig- 44.144- 1- . - .7...,',:;.:;:ri.,...:...,..i'..,‘'.. ..i...,:.: • • - .1. . . • . „-,.-• • ., . . . --t"....'•"44•71.1,5•.'"V".......t.•'•..l.t.• d•tiZtlegill O'-'..:'A.". .44511n,tir..• '. _, ,,., . ,,A rOitY.k.',;,..••.*C7.,i7;4•:.. ....-.•.•••.".A. -.A•-'S.• ,•••• ,i',.4.•Z-4/..111"111*E. .,9 ,..„...,.....„.. ..,.....„.....„,:.•.,-...• -. .....,...,;••• :-..„, - •• ,..., •,.,_ .„..,,,,..„,„•;• •-,,,,..,..:,--., •,,.. ,•••• •,:.7.,.,,,,,, ..1 ..:....yi •••••,,,• •-; .„..-,......• .., •••,................ •. •:,•• :• •• : . •• . .......,, .,..... ''''!;,••••••,...-..-„,;•,-,-7.2:.,44:......1,..i.m..,..,......... . e • •-• ' .. • .---::...••• .: . ' * •.........:**::::'....1''': .':...7:-'•:'..1A4't-''f - °....:.:."l''..,:"'',i..`'t:':ii,?,1•11..... . "At=e•'••i •,0,t4., ..34.,:;,...,,,,•-•-k.,, ‘•...si ..„ , • 1 . ' ": •• ••-•••••••• •• ,.:1444.1.•I. •S,..•%,,". ••.`1';`.'..'.;:i.•;•.•,.,, , o....,t ..• . , , r . ' •.'., • 1 7.*•,,it'l, • 1:•Vt•t:,..i.',.t. •"i 1.1”.i1:. pit I ":1:::::::::1.11::"4: DiAn:"lrjbe:n66:Sa.1:;:q:r1? bt9r."ll5'IL:----2- 72'.' ?."..::"..rii.':3to:n if.' 0:3 9 -.3:-----. 11.,.t, r:El. .;:e csa:-: •.'..;‘.7:.'.'...1'.•....:."1,,,qt•I`,. .. . - • •.•• . • ,-,c id •-eetien 19; thc;nco•N'. 56 .1_ .,,,,___ .1.:,.:-.4,!...ni. . .....•• ,,,4iny...?..:,•trs,..--. ••• .r.'saction•corner. on the ce.It lino . et. ., ,,„, r • ` . `0...'.1.••• :!,:•53Nt•1-!. a dlstcha of •2.171. .t7,fect._to_siu•vey-:-stotion--5-18;(4.e.4i-t-EnctLIT - - ''''.- '••J ''' cl--rni--534 lf.'a-di:stons_st.of.-1-1.5..344--f -t•,•to ourvey.vtr.tion 533::1-6,8i P'•ti- ' • -' .":.6.:74:,• ...... . ... nr, ••• -•'' ..,,o,-::, U M----•utrzra•-r"'":,1.-_ .,-..t.,_.-- .......14-a-• •••• •on a north .:: • -. • •• ,., ..: . It.•Tts'• -4r:5C' Si . . • - . : a,distance of 815.25 feet from tiI •..1.1r_t,e.i..._ ..1..r.:44.4.41--?.o. ..1:1•,..bi! I %.*.:4Ag..,;`•••+ . ' . . . - .r--7 ____,-. ----•'. --------7.• .•: •-:.•...:••,•'4,',..:‘ I., , .',r%ii‘ .--------, •.• • -•• 'a:.• :...i•- • .....-X- •;.:-:'.......- -.. -7:- - .. ••• -.- • •• • i' il.'•'' ••••* ...• . , .4 The :lbove described parcel of lane. L.:Int:tilt:LI:O.:. !lore. more.or •••• . ......:t....:24. . •;•••,1 ,s-z• :.,::::-......•r•..:•.:. :...-,.,.... . .. •....1.•- ' *3 • • - . • •. .. • • . . • . . • . . ,-;•-•-• -"- ."---__ .• I .--,-• :- • .. Thpt portion of.Lot 12 ;11 blo•-,k il of: r. D. iiillmnr.,!: f..! r.11.1..._n•d-. • •_._____,,.4,..;;-•-:. . ti.---,- :. •• -.. • •• 'tun 0;rdens kidit:-9:1 to the: •Clt! of..,.,1,...,,,t,t,le, Di-viz;ivin irl,.•r.ocojip to .••-. . . . • ,...,:,- ' _F. -,.-4- -:• • • .,. -.the cre corded is th t- er.c••• f, ir.. the ...o••.•,''.of Section'19V:T.5inis 1 'ai - ' o...mth.,.-r-t--•- - ,c7---,F-44......--, •".1 iie...4;•• •. . . • ......‘.. I . ' --.--,';:"'7''-'7"'" .R-r••••,:5 "Frzt-cif the V;i1larpett'o iyi.T1-ielia:,,.king- dority•; .'7siiind pr., •••12.ieh -•-• . . ... ,:.....„ ;..•-•'; '7'...,•:,.•:• , • •,... • • • "" ' li..c so.uthi:ezterl% ef-1,Fte 2,..-,nn•ev.t1 le ?o o•r-1..-Iminictr.t.Lon 1 S e xi.,••ting••250. : • '.' .•• •,•:•,•,..' ..•: , , .., . • --:-.:-•:- ---: •?dot right of •say.f..r the'Coving-..c.,••••-•;:c:::.ttle tr:•nss6.z.•••lon lin..., ,•-nrl•north- . . .• ,••••••••r••• •., • , . . .. ._, . . . . . , ,..• •••••• •••••..,- . •e..,-terlv of o ;.ine ••••-ien 14.162.5 f..e t •-•••.u.th.....e..-tuFI.y Af..and ,,Lr011el•to • . •' • ,•,••• . , ••• •• •• • • • ;•,ne war vry,•...litu.of. tne -.*:ovi::gcon-Zenttic tr•.•ns.c.1:4:-"••• • • .....7;.; _....- . . ...... . ......•, - v •• r •,..• •• L•llo-• • • .• '. ' :-f--- " • , •4%, ' • I'.'1*'1•• :•-1•21•::•..i.::11:::: "' ' .. •• _ „. •'--• • ' • • - ion i..--•;• l'l o"..c.ipt orr•tho esst 1.1ne. ..-,. . -..• .., ••- • of,aection 19, To...-n.ihi? . J ii.-,rth, P.:,:ive. 5. s.::....t. of .the ,allanetti ileridian;'• • -:.. -•,..4., .••• ;,•11';'!•• . , ., • .. .• ..• -*•• '• . 4.•id point is.Inc, ::. 1? J•P -52" F:. .... diss....nec .:f 3.).3:T feel.,from •the. qua?... • .. ..• ..,;_,!,•_•• • l '' " '-'' ' ••••• • •tar--"ectior. corn•:•r on t.1...1.,...': t lin.. of .:...L.i.•1 ::,oetisn.1%); th..nce 1'1. 56?..111 ' ••.•.. •••....., •-•.•-:,: ,•,,,i :1••••;,,,......,.:'; .. • • • •• • ,,,: .-- , ..: , • • :• .••,• . ••. • ,:••.•..• .. 53"_•...•a-•iistinca of•-•;1191.67 feet tf.•• surv.:y :-.-t,L.t‘_on .5186Z..8i4..t.nz.1;ce 11:,1 '.....__•. ..:• ,.......-4-. ' ••• . •••••, •- ' 1° 131. 53it.::•• h.dist:•nce ef 1453.9)*fst'et to 3- • ! 1--_.;-tt.i.Drt.'5: - .., * ."‘ ,.-.:S• '. '., . •,1,:/•••,;-. ••• ••• -1;. '• : -0•_._ - in ,.... •-•---'• 7•• - ''. - •'•' '. ...vs-.eet-1-51;717T-ii ill .point bc..i.r.i.,!:N:•,, 890 1,71•':•:...;:••.•-•,.,•'_:,;•••,•'-r.7.•••.:iv• ... , ••1•';•fill; -_ -,---,--:- ' .--•--•:. • -3.7"--E-;---a-cii.:-tr.nce.of .815.25 fuet.f•-ott Vr.3•:;u:...r tor section corner on•••the....*..'•;:.-;:c• :'••••..:,••4";':: : :31•••• *•'' •r.• • ..,,'-• .-:,. ••.north line.of' said Section.19: .L;-=-•••••••:•,-••-,•••,,r'-•-ir-.4;-.". 11•!;47-i. ..'-'':;i•- •2 , 12c.:;:.4,. .. . • •;.;',•....:s sc.% •, . .. ' ' • Cve.,.•.•••• . • - • _ - , - •-- -- - . , , ,••••• -• • . , •• • • ' -:.,,--.-.:--,-•,---•-•, . .. The r.bove•described p-,ce1•'of land coricint• Oil.tore,-11fo-re•-•!cy•r-:-•-•:: 7.- •.., 1_ .:„„•:•,.• : 1 •i:•5•....; - ---r-:. • ••• •• 'e••••J::: less;••••• ". __ ----......., •---- 7 -- •• •••..-. .. ' . . • • . . •• • .. • • ...•,..!:•.:r:.....•••'...•!, ...••-.•:: ;••••• '. ' •••. " 1.'2,-.:••"f•-:7.11E;AOT•••j3:67 ' • • -• • • - . . ' . . ' ! • • ... •••• .., • -10 : . • : • : - .•-•.;.. • . . . . ' .,• ' •.- ...- -'-:;....0•.:J::•_..:.•:-.611i;;;,44,...., • • •: ..-,•.. . • --;:'.7.':.1.--,...:.-t•• ' . .. ' .7h.:v t,•poi•tiofi.-of LotLi-23, ?.4,, 5., 2t*.1, 27, ;4;-:49, 30, -zr 1*.-7nt: 7. ,.'..7. .....': . • •• ..,., ... • .in Block 4.: of C. D. Hillman's i,qrlington GL.r:•.ans•Adattior.•to the Cli,y. ' • .: - ....- .;••••. • , - I ••%:._,. _ •• .'s.• •• of ..)-attle, Division'yi.; .cccoraing to tic rec.r...led, p11.1. thy:•e ,',_•_iii_th ----. .-7 •' , • .. - _...... .. . . of .. - . . . ••. - ,-•:-.. -- '-• •-,•." •• ne,a, of. ptction 1.••), TaGnanid.,23 iortri, ilr.h...e 5 !!'.11:•.:t of the'‘111.1.;,Inete.:111...Vid- ••-:_.• •7•,._. . •', •' - '. f-i' -.7'..•. • ;• • • -•- "•"t-L.-L-:=:•-• -•-•-'-'' l'acy-'.1<ing-CouxitY, •.':I:st:iingt9n, ;:i:J.ch.1;AF,-iicrath,lustcl ly -cif tiv.- iSonty.vill ...:. • .•. ••• •••7. : ! 1, '-••• . .-. ' • - •: • •••• • '•".Pot er Admintstr tion!a cx.;Ain.: ....5C foot .•13ht of .....y for'.tlic._Cc.vingt6n • , ., .., • • • •• •.•:.. . :-;,,. zz--•:=2.--ae::t tic'Trons:AiS.::: ,pn line. L L:•:. roither.::',:.rl;• of ..• i ir.i• 1-.1.;:h Ifi.1E..a.5..ff...t.t;.:;,---- --•• -•-•-•7-- i•-•!•''''• • . _ ._ • - ' ', • • ...f....._.-.,---7-. f-e•Osit.:.V.es t:.fl y•of ...r...1.. -:: r-.1 Lel t.).t.1.., " •...:..•:::: 3 Ine ,si• t'!“..-C.r.•:.L‘ tor.•-•:•,•,:_ttlei - • •• ' ;•,' I . .-:---. • . . ....-..,• •:::.* : .t_r:_14:4#•sior.-lir.... -4;1, :::::•,.-.••••••Pary--,.• -..:.::, ii... .•..!..t.1....i L.1-1.:.1 e:.e ril:•..c". •,a f...1- • • • ._.•_--- -:; . . .. , .•i•' • • . . .-' •••• ••• ••••• '- • ; ., t • ' . . -... • ., • ' • •• •• . .„ • , • ... BeE,-innir..•;TE4.,a;-;Ly .::. tlon i/..?•73.17, '. „o11.1. •,r. tne e....•t ire . . '.-'':;.• •• ., r • .,•''-•••• -••: .. ... • of ,...cction 1), To%na•nalp ,3 •:;ort,n, r....-ne,.. 5 i:.•. 1 ••t- tit. • ',..i.L..!.......ttc. ,I,i I oCri, ':I • - ......:•_,...-„,s,•..tc.., ;.Joint.be ir.e, :;. 10 09i 52" '. .•• •!;.•:t.:,•-.... of O,...O7' f•_..t cr Os tra: :o.s,r-•••• .-- ' -----J-- . i 1 -i- • • . „ . .,, ••-••• . ..tz•x• section corA.r on•t:',•.: ...•:J:t.'line ••••t• :-; 4-4- -'; , - • t• ii. • 11' .• : :••• - ; :•• ; I - . ' ••1.'•• ' '•'\''• •53s iz . , .• •,....... _.,. •• ...__,,177:,,,4_41._,.....,,,,--7- --- • • '• : . ... - . • i. t 1.... .--urv...:.• ::t...t.ior.'151464.84; th..i.ce Ir. . i...., .--. --4-..".--!,-- •.... ... . . !:-.7-,....F..;r1.4....... 13 5 . . - da....t.,1,..e of ,./.53.-.!) f-et t,•J 5 U.I'V i.j• :*.t.:.t.i pri.5.3316.63, :.• •!"!ir•I .--.•• • -.. • -.•.,;41/2„:,::•••• • . ., . point on t...h..• ncrth lin, of-s•.iti ;:ection-19, •sz la ;Joint b‘..ing ii. k9°'17'. •' ••• . • • - " ' •-••1`7,c3=',.•-• • '-• -•:"'t-t':'''''' ''f-1••-'•'*•37".•t• •d is tr.ricCcif 1.5.25 f dot ff-con; tl-.e.•v•ro_,_:_sa_.,,...,_• 7,•••.e.• tlor.1-cor•ntr-z ., -• - •-:--• ..... , • • •-••• ••••"'"•77'''' . - '.,, •,-....?,„.:-t•i!.,,.....,...... • , 1' :' •:-:!*.' ....gi,4q,,,.- A P. , .4.A•"t••..4.1'..:,r..17;4101t.i.:1.;1no-of•eS r'•r•-•" . ,' . ,. • '' • • ' :i:I .1.:: •• • .• ,.,. ...I..7. • ',‘;_, "...7;".'5if;;I:7:.••-•:.- " n. bow. described p.•rcz.d.'or..1..hd ci,Jr'it,-ins 0.5 r.c”.....s;„more,-o-r•• ••••••••••••'-,..-,"' ••••1'..•-••••••.. •••.. _ •••••_!..4';1.- `; :47,1' --- •I-,*-t•' . 1;• "tt:s•••• •-• . •• . .•• • • • '-- •1 :•-,• • s • . ._, • • • ;...,,,, ... ... 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' .•''Y,' 3.4%.,t,',:,(--u'•-• - . ' . -`- .1,'-1,-,4.1V. •,.-XIS-- •••••• •- •• • ' '•-•- '. '.' -:•..!.'..f... ----- ;„:•:2-i!,.,,,-.A.: , - .• ,.',. tp;;"?,-;i.,Z ....;',..,•,;4.....,:-,:.,,...-::... •.:•_.-.-- :. -.•'. ,• • '_• - • ' . - ' . ', ..;,....---- 2-:-:-:-,---`.......--,-,-: ..,...r.,.......1-1 . tiff, , ,.w..v.,.l -_;.•,*.k:,...:,,,,g,,,...... ...,• ... • •••••j_._.,.-,-;•••••••r•• ..-..-• , --,•---- " '••• -- .-;• ...': . .. .... . ".•;-.•';•,,:%;....".:,- • - • ' '•• _ :t• • ; .-;• , °11'' :-Z.NV7-..-- 47•:::.•;:-.7.:.7%.-..7:,,,••••!:••••:--, '•,.- •.. .,,.. . • _ . .. • ••.•_________ ____:_. •.......„-,,,.77m..-: • . ' j.; -- .. -ef.:4474 -Fm-z,...-•;:z.,,, 3•••...--!....,..........,... •,•-:•f, .-.---:--... ..• ... .. - .-----. --.. • • .. • - . .-• .:.•• • •....,• ....;••,...---I-9,.•,4,, . . • - !••• 4 t. :-.E:4•••-.Y.f..A5-.1, ' ';•--"'•'•-5.•.•tr....4',.:..1.:'.1.. ••-'" ---• •-•'• ...',. ••••••,..-: i;.:••---••'••• •• • - •• . . '. •••••••-•,-----7 -".•••2.-.;-'&-: 7- - ••••,..'..:‘• 'I.:4. - • ...:-'-' • "••: 'r";";'71"''''''''':6 •••• .••••?-1C41;t-r•."'‘' ''''• -'- ••• • .,•,. .- -,-::--;3--...--.-,- „ ._ .._.e. .,.. ... ... ..,...,..,,,i,•11. ':•-•-Vj'"•-••• ,--4.-• ' '', "----`•••• • ••-=.• • - .:-. .., .... -4. •,--....4.....:.:-..".•r••.... '-" ••:_....„.1.;••••:.•••••••••-•-•,.....''.:•0-..114::'.:•caf:4...4yip ,;.. ..•1. ;, ., .p.' ' .... .,.... . • 7. •''.. -4.:.'.1• --: '...%``r'...:••'•,.,.' : '' •' ,'::-.:-'':,7:'- ''; ':-', ' ... . ..' • ': • . . ''.';'.- ^' ' . : .'.*: ,. , ''..l!' r .', 4 , ;,,, ' • . - •:•;•4•••1 .ii:.,,,;:•'.'-',V .1r4-.,.. -- , ' .t , • • - - -• , /AA'...',•i t•,••I,/ -• •' ; •.• -'' - •i',--.Se•I''...177),•••-t• ...,:- . . 1••••' '' • .' • • . ••• . A • • ' .1.-!•'.‘•••-': '''' •••• ••4:•2 '••••-"' ' i.4..."..... -e-4,-;'`r,J4-• • • • s- . . ‘tt:';1`-'-•• -.: -t-if..7...:1'...-•• '.."-I' -. ,,,,,. , • . . 4 , L ,-:.........'....•-,.•,:i--S...;:k:'•• ..,. .-‘,••,:,:.i.s..r.:)::.:;• ...,.,..„. .:.- 0,4 .7.4 .4,, 44;11:.-"•,4 .• :4•.,...i." ',:'-,..., ' • •.. ......., .. ., 1 '. j _,,,,y.....,..-x.., 1.1,- ,„ t• ,1001k1,..•.4 .4, '• E.•.1 •-:' , . '"•• .-:- •"7 -:. , : r-•‘••••••••:;•w.••ii•Li:?, 1.:. . ,5•;1•4*:, ,„....,..,,%.,4 i'reir%/T, - ,;.•:"...,.1-.:.72..7...V.•••!' .,,-:•,,•-•:t.;,•,. r•,1 • . . •-•'.••'•••• .7,-•' -••.T •.•..,••••--...:::,•,'-ii•? ,e..‘17...i..-Vt.e.5 i',..•7er-0:."1/..1.•.;..-41.-.- '441-1••• •.;•-""`"••• •• •••••••••-ioi-_ •,':•••.:•,1•••••••,i•••• ••+'...,17.,•;,1 1 •. ' ..-,....•••-••?•••-•;';',::::••-•••-•0:..i'.•-..:•,••••;•••••z.-+•ore 1„,...••• -,-...1--;11-'11*-r-t '. •-•:•• • ,':. '.. Ti..e........,.•: .-•...•-,,..,.• ......-:,-,.,..,:.4.•,,„ la 1- • • 1 •, ...•, .•.. • - ,L., .-.;., •. •••••'a ii,.'•!•.- .., . - Jr' .,;-•........ •:0.-f --7;-,i .1."-•!.:. :•.••• ..4 e..,..., „,. ,7.-Icr"...•,,, .4.•1 ' 1;;....,; •',...... ;,, a.„ 1.,1 -......1.,,,t;7.,;..•.r„,t-,. :,:-.....,.._ r.,,,,,•...., . .••••• 7.•,v.:• .- ‘. .i. .;;; -e-' ,. re, • - •1•4- .• ,: 1 ;'-' 11-..:-:•: •1;•--: • .••••...•...,;•- ','; ••:.;V' ''..'10.•;..lt+zl;......:+1,•-r.••••1`.,...•"•.•.::.,f.•_•- ttiI:•.' • ••• .-:..:•----y,--A-4.1*-14.17r.g.',.".1 v..,:•.•;,;.:::••••,..' ,2,-:",:•'•;,i,,1:4,i..t'•:43,-:•-•:•..-. i!0i-c7iiiiik.jacir,:•..juiCi-i*hit•Part or-Lct-1A.9../fiefs. -..2i1:k1.•.:;.?;-4,-1.24...,..4.;,66"' ..;,::•• ',:. t',..•''.:••••.:••,_,...".;:,:=f1;.'"7.-•.-. .' -'•• .?--:€7.79VEqT rest'line of Shs.t tuck!-Street•A,Smitherg.„Fiftiv;?.?.••`.a.;•••;;;I'l•44, •",17,p34:-..V.‘ 11•:„:-• ..-,, -..'•••'-'' 77'...."7".'• • • ..?*...0. •f.Rhailli,..%.MC folio..eiteelition of:that;part of said Lot 16'„•eals'ar'3..'..•••••••• •-••' •••••4•4ik i,..,...,.,....,,,,,:v•;;,..„7,-- :,.-:„ _ 1.-.•::: •• • ''•* '17-"Z....-'''7. ..tt4t lictillirgi:C• 't1 point on.•the vest line of said Shattuck.StrattiffiEle,42:4 .•sh• . •,:•, •.•-••••,;..,:li.•-),, 0. ' - - .11. • ../4.‘• ,:.,.F.-rj, ., krat:•'.• :12%fget Aistant northerly froci,'".hen measuz•ed at right.an i_aiik.te.05.06.• ••z• '•-• K.,,T4.'-‘ •• L'.••••;••••••-•'-vny !.4•7•••• • •• •• • ,.•:•-•:!••-",-,.in..% 71.:lottilerly-linp of the • right•or•star of-the PectfiC CottcsaIleal. • ::: 1_,_:_:_,..____r • • -..•.••:r.•;-• .. ..,..-,-:J'71•1-.Xf.:;--,-,:,• •• . . - , 1 . rellel to-said"northi•rly lino of said7ri-ghV at-.'••• • .: ..:t• ••• i • ••.''t•i'.1'''.. •: ,..., -• - .. . .. ,,,... .• •••••.t:i•";k! • . 1..41J;;••••s•‘-‘- : .-.,-;,:'.-.1zatc,•it---dist•iiii-a-.6f 425. feet; thence -.:esterly, in a 3 triii•, •• ., ...,• ...... .. ..;.,q 1.]1_7,2T:&.f4i6:% 1 ...• -.. ,: . , •, • .• n -..n the T.eat Uric+ at a , ".• •."•.i*.;•:.'+,.. ,:g...L.'• 1 . '671--7-., -.1.,..,1"..::./,49•16i which is!.265 feett_northerly.,-ate-toured-alOrtr!iii • west•• ertrrrek-7,----,•••;;;.•7;7:7•:'• ....,,Y.,:. e.:f4:.':'‘;';•:P--''''-';'-'' •. • -•ortintrIT'lltie bfaa said riwlyt of v ay• thence a outh, along ghellisig •,.•'..-. •••••.•eiq , r,'L--- . •raid • • ' • l'- f ticright of • • - . . -:--.--11 i iL. i..t.,•:•1.••••••Wr,,,;,,-7--3..r.ii,1511::rain-Lot 16, to- ..4 the'south.erly 1 n.: o way of sei..d.r.-2-1- •....:.: ,•••77, •''''•••--`,`•''''-'•• ••-12--eific'Ciiast.RaLlroaartochianyl thence ca.terly, along said OcAktkarUi..++.:;;;;...••••••••••••,(k.ge a 4e-iY••'..-! • •°--• `-,•'.-7-` .•••.... .--Ifibe,.to a', oint which•is 700 feet A:csterl - re .1'',q..f', ...2.1.;r4-,...; .• ne o sc Ld Sit:.ttuck Street; thcnce .ioitherly;' ••-.... ,IV'•••? •...).h . it•‘:..,,,i.t.:1.:;....:. W: , . . .•- -.• . •• at right 4• t-angles...to.eaid.sdutherly line of•pa-d right of N: • • .. . :, , .... ....;.... ' l'S.K.• .* T.?-...... . : . • :ift4.-1' .s•••T..; or'50•f ea t;'_•thence• e as tcyly,„..paraLle-1-t• •.•....• Cot distant eput.herly••.'"•,...''''. :.•••:••••••:'..,:i:••• VT? k•'. ,- .1•••••••.4 .. " - • ,• . • - •"..- '„ .,....Elva the southerly iiii,?;or said right of •.:ay,:-to the vesik line of:Szat.';_,••:-: L.LI'•:•-•••••••• . ..... ,•••••,•••. ' ,•' ' 11•Eili.";•••••; t ck_Street;_thence north,-along-ttic-mest liniiT.'of-6rid•Shattuck.Street, ....-.•....1.•••-.:• •-r7 • • 'g,•••,..-..:k.• •••-•:.•.. to:the point of .1-.egl;•ning;. and that.pa I:t of said IlOt lb; described as • IC:-...y:7,-;;:"...;•.,:.-,tx,•aulcd on the.north• by .the.right O'f igq; •tr of Chicago, 1,111:wr.ukce ;.• .. " •• •"• . :,.., ar......-•- m.s..tf,er:•.' ,i :. 'at. l'ozzl end-Pcaific --I- : r• -•• - , .... -•:1 L. tuck ti• ct:• L.. 'Sie ,.1••??-,•1::•'•;4 :•.:•••• •Ct..1. ••• • •• .:•••• • :•1 f •• • '•''. „. . on ie south by 71.11 •hviinue (9.raduce.ci) ar....',Azitted.in the ton of...Rest,oni• •1/4::.L..:i.'...t!..+.:•-..: • _24.:. _-..4..- • r.;z,•••• ..4.., • .. on the Ver.J...by Priztery•St--.te H i ght-i ay.No. '..;,•ail•ring in Eect':.•• :. •••••:...., ,.•,..i.„....i . et. • •*k..••• . . •:•Tari•.:,11ii;•23 North, R•re 5 •c.r.:•t . • ••:.• _ ' ...r an, King County, . . ... Rts,1". -if;i•;-• ••-17:••• • •• •••• •• • -•. , ... .-. ....ez soutl-caoatcrl•• of t:-c F.On*ev le Pat.er Adeiniattr•-•••••••••--•':-'7i% 41-34i.. .. .4- • • ' • • ••••••';..41••••• . •jklc,:-..•••::• •: ;•.to;on15. ..xiuting f.50 foot rignt• 61 voy for the -Covinbtan-.Seattle-;trons•-• .,;....-...-......q.q: u; . iii.:•• •.: • . ' • minzion lint., no northe:st.f..ilz of a_line...‘nloh i* 1.62:5-f.t•Et, 9t4ttres ' •Jp...:••••• •• .. *•.• ••••ta-:4- of eoi .porollel to thc sizry:..y•lina •of the Covington,Seatt4.4••••trials-•-:-:-•-••-1-1-..--'. .......-- •.(c.... ' • •r•:•• " '• ••'• •• .+1.3sioti line #1,• seiCI surv.y 13.r.z. im p4.4-ticainrly ci 6.;cr I bed.;#e 1•i-:g: cafat• •-• .'... :•••,r,1,••••• .g.,1: ..., . .....• gi,•••147.: . :4.. ';•••••. •'.'"'. ' • 4.-Beginning y.t sun,cy str.tion 533::13.83, t. point. on the.south• ; .........-C..'i...gr.K..• ,Vg2.1:• -• •••• .'• ,, • ••• lino of Scotian 18;. To•••nship 23 North; it.nge 5 E.;,::t of•thc:1;iil .,,,. • .;• , . ••,•:.:....sr:, , •';•-•,',4' .. , ,...,:, _, . . ,,:.„3.„,...., si,,point.be ing ii...+39° 17' 37.".. E. s dj,s t•-nc-,•-, :. ..,.., #..••••••;:.• r;',...4X •- ••• 1 ••....•• ,• .1.:,_,.__from•thi,quai•ter-section "corner on the louth line of said Sectioo8;:e:•.-"-;:-.•••• f T..; ' • • .4....--...--,..7." - tizence Il. 1°.18! 53"•••Ve. "dist:hoe of 190.55 S..:. t to•survt:y••st•atfon .:.!...-:.•.... :. •.. : • . - ••• - l'i:•';,,i•:.•;.•!. ..: •••535109.38 back e••u.a14 J.) i• f -:... , . • - 4• J.. ..4 ";I.Ve:Aisr;•••-••••• ..:•:;,'",..i?,)i4,••••:.. •.:ir'- . +co ci••Od0.00 feet•to sury ntior na e.y•st . 562•00.00; tnce••1•4-4.394.47,.I.....lre..•• y.....' • .% 7:..... '.'..,1%-. •,:).f•-.. ••'••.. .:...•' .. .a. '.•eist•nCz..,of 2296..12 feet to suevey s.t.tion 581.-:-96.32, a Paii)t.911:4.• .• .•.••.•%.1.. •P'r". ,,11%-;';.'-, •..'..• . " . ,. . . . . ;:-....' , .1.... ..:_„...,;•,.• a.- tha v cat line of sato Motion lo, s::.i.d. point,-t..-..ine 9...0. 1:14..09.• .. 4., .;.....; _:. ::.,;.„:•:. . _ , 1. 74V;,.:•:!:•.' -di:;t:nci....of 771.26-1feet from tho northwest c•ornc.:r of ar:_iia •Stir-ta.:•-.0:-.."•:•.•••"'' .-.. • -,+ .•,•:-::- . • :•••••••P q• ••1••••• -• • • ••• ' • '• • ... . . 1. • . 4... ; . • .r-"-.;-----.:'•-• • . -. 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C r JNZSy k., !� ti!±}:: : _�`,' -ter a-... ri . -a'• ;' `i(-1C.:/t' . 41'i..:• •-t- �,r Tom.-a.r-- .,_ -: ,y • . ._ ,r,•:_ •y • _Z'...•�S-,I'`...a. J -Il,•1(�.' 1'4'' •iJ.1�.�... �.•-�y�:.... ,•,•• •• �•� _.'' L •`..j: J.. `a�' •''.}�:ew.r.. 'L �_t-• a-`•..� -•_•i .l • , . �r.�•.y. .•2. ../ys '"i.i _--.+. _._ _ �.-,. • .'.rl.",r.-.wi.^..0.4..Ca ;.;gf:Sr".'. S-n•..r . .•.n.. - . • . -. : , •• . ,,,--,-..-r. -:;....:•-*•7"-••-•-•;.•.*:;.7,7...,_ ::-.47....%:,.4,-:','...,4.-.i.511-,-,•-•:.4.:--...-:,---E 7 7--'.•'- -.• ._ ..._ \tr)--.?-A•'• . .,..: .',.;,..,t,.)-.$7,..,-- , •'::'---:::?' '-z.....1,7,:e."77.4....• ..".., • . ._....T, ., . .s.• ••••••••,, 1 ;z •'.....,::-/X4? "-r3" .•iir''•...„,here Vrok-,.' • .• :. . .1 . ' • , • • - • „ ....i,...,,,... ...- ,,s• 4.4..T., , .";•:7-.)V.,"N..1.4.:. 'If-.et:. • ....?' " .- •,., . ,.4,"' ("- , • ' i.••-•; .•'.'• •••• ..,-;... - '? 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' ',i.:. ,,, _1 •••:-..-.T••:11'..-1' • ir- ii-':'•:.::::.):141i'A tra..- '.(• ...0 It7:;''.- •'•:.:'".• • ..: '' - '' ' • ..... ,t•il. 41' ' L;•)..,..-•-:):,..4-0' • ... • •• • • •• - -- ,.* ..-:). ., .11-i t••,:',-.7..r--.-7.,-;:::".7;..„, ,..,,,,,,, ; ..,0•:.•.,•fe,".!•:..,,%:4.1....._.•. • . -. • .• • ... t.:',",..„.,:'''..".:-•,.,....t.:;4_,,,...,',",:31'f.l'i'13 • 6.004‘Vil!iting,'.250-root right of.?way for the CovAnt, ••• ;.•' A -. -'•••'•••$),•ii.:3:Ji! ••',..:'..,.',;;',' `•.'":";':-S1''''''''••:-.LZ^'•411. " 1'1.61' linif and northeasterly Of„klIrre which.is 162..5"f:140 . N%.,..•••!,.• : ...4..:-'-'7.74"" . ." • .----' I. • . "• '.er .62' rintiledof and 1:tarale1.to thi.,*PrveY 'i a. no.,er-..t.he.coeniton4iiii_.' 'L it " ,..,...„z,..-•pl "Z 1:t'....,%: ::;••1'. 1. '•'••'''''..?... .-3;'.; ." b'''' iota..'line #1.-said a a • i•' ,,L.kwir--t • .- -.. • ••-1,-r4.4 • •'.' . : . tc..;:,...0K,;,,,•••,:a . . •• . _ ••• • - .....,..1.,V. -it:1-•! ' 4"'''' --1 1 r_.. . • ...s:7•--2.2---• -v-r-VI;--' • •'•• • . . ....• .• •... -..• . . tei r.,......;':.a..4...,. r----.-;•ITTLIT„kr' -•.3.,• t 4.1r..."'•• • - .... .:-----•------..-..- ....• :.:_._. .__. .... ,. .. 1 .,,.eassiarIM.......,. . •••:".•-..5.r- .•••..t.g..,.....irt-.." ••''' ---• •" OR ILlt.U.61-:••;:,.7• .,.- ".- -. •'..,••:•. • • •Beginri . t... _____L____LYet.,--t- gitiosui"; rif-....1-3112:&3- ir--noi 11.1-MGC •:.••,.. ..:. ;...,':',' • ', .Y:t.. i).•:.,•4.,:`,M.,,:• t.:'?:„.11.1.1ri . • .••• .. '. .. .0.1:110, . • . hip723-iitn-thrEtIcirige Last ,of the 74.1.1.4etta:Llitidiiin'•: •;•.:'':••/-,... ',:-...':•JCPF.. a r.7.1... I"' ....,..1•••.rai..• gip4.11.point being N. .89.°'171.37" E!. a di.,ter.de _,... i '15.1.1, ..F...... r-,,,,; •_. - -• • -- . .. . • .. . : •u.,. ne of said•8ecticn,18;'t,h. oe , : . - •. .... 181'..5311.11i a•distanCe of 1 4 5..e.et_ta-a•arvey--s-to.t.i•.- -•:•••;T.:. ...i.:...n... •r.:.••.';',1;?. 1 ..`74•7.7.-iiif ,..•",...21. .. •,... .• .-;3:3' e....:: •."-1.,.- -:..z...-...:,:-.• . a'.. . .2: .. •uhead.rthonCe:r. 31° 41.43" %. a distance.of 31080;••...; -,. •••. . ,.....• i .,,.i...1, ' •••''-'''''.'•''''' 'feet.to'3111-vey station 562:00.00;••thence 1;. 43°./.7' 1.311.•7.%. ii-didtatl,e:of.. ;•..,.••••;,r. ..a., •-•v• ••1"'./•:f4::.• I.•'.',741•.:.).rt&W .1'•••.i::.96 32:.re e t. to survey'3 ta Lion 584-:•96.•32, :.. 2.3 i a t•on the west•line.,..00-Aal..4---1--.'... ...y..; ._ . '•''.1-tkoill.....' 13 -• I. ., .• _ -7.•- -V-.;:••72%•••; •SeCtion•18, 'said point,being'S.' 0 .04. .05 ... a aistence'of 7/1.26 , ,... ,. ... •:'"...`.4;ia': . h., .••.• . :11.,A•-r.i..... ..,..from the northwest Cornet of-sai____,g_S_ _._?__A• E-110.___...---.. . .. .. • • ........ :. ;;:.•;:!; .......':;•.f;'.f., I 1'•-1s,. -,-----•-• - -.- -•;-*-1- -'--- • ---- • • • % '•.• . .. ' r- ...;_1.:.-•,...'•-•AZ•_ __.....-,-.1-•-L4;e-t • .. 4 ; . -rTi-. "#••: -.••••''''''• '-' :The above•des'ario.4',par...col O'i'.VI.;:.ncl•-ventirinSOTO,•Or. it.•••.......:,•,,:i....., .•a..A.•;x.:-.-.73_;__. ., ..,...._. . .... . . . . . ..• • . : .• . • •.••••• .,•,..:„. ,„..... --;,s:.,_.•41. retr„. .. • :Le..-...,......,.... • : • •_ .. • -• • • • • . ...• •_ • .,. •:„,..4.r. .....?-7:74,:i -4,1 4:.-46.,- ..-• A ..... • . • .. • . • , ...,-. _ •• ._. • .. .. ..:.. .: „...2.:,.....,..z;-.,;:.R..,,...b..-,,,, -*Rf:.1.....1.. : . . . , , . :... ...___,_,:-•,---•.. .....,., ....-:,,,,;-.;,,,;,.,:-,,--,.,,,-•,.-. •;•...1. ior-Db-,30 •• 1..:..._,, ~ .4 . ... • ••••• .... .: •,.,,,... .:;.:::•;;...,.,A;:...',.:••.ir..,..:•:;.';',',',--41' . .,',-,4-.- tvoit-"...•4.. .:.• . . •.: .• • • • • • .. • • ' sla ''2.-3-N'Isrtil-• •44 •'',0A• :f. r':.-..• :.'..•' .: - ..-.. .Th:•t.;ortiori•of.:the..8.1.117:4;.ofttec..t.i.or. 18;_••;Ti . .._ ,:...;--.4.,...71.:•407;.% . 310;1::::. 5.•Last..Of the-.Villar.iette-11.. f f i.. . .• ..• . •. . ..• •: •• ;,-. . i.,'..."1•-2'•-'••'.:y.,.•,.k;:.4C;'5.:'.k.;-'-:•--_..•••...:%• • e:r; h;t.._a_po: . a.. . 7 srt-1-11:;ES .,. . g. .,.. ........,...*.:...- crI aa as . lag_st- 41to - tn of•thaCadar-Rir :pe .„ 5i °tlaYSsaidpaintb6ing liO4ft. te:t aric74 fet.no:th-:f _;-1.:..:n:..:;;•-.::,:'„•?.7,.-.t7 •.ir ' hdwest quarterection•corne;ofsaidacziciisitse:ceorseil ; l7.r..,-,..i-.....• • ,:.., „v4...„6..... -, •' right:angles to the sout;h line ;of said'right of way.I t a....aletanpe:Of.9fileet.'. ,:.,::;.:-..4 ....it , •E...•4:.• . 1:1 ..:•74.1.e.t-•":•:••.?..." to a'point; 3().Teet attlei:ly fro= Ufa northerly.lintiLfAli.d:Sight;20f- )tAa -- .6•-•••ett'"?%..;•N, -. ,:'. •tiwice '•estlii,ly.,•:1-10ng.-.a-line-10-f ast-'81-5 -51-ther1j',frosi and..par(411,31.i.......,:xii•:..il.:7:„.1, . .0.)...• .,l .;-_ L!..----. •-thfi northerly. line of•said right:or,way a diata.pc.e of 548•feet'tc.r.thfk...:•,:;(.•Rit.e.;ig-,•_, I., ',:'"- 1:5-T...4".'&3-:-..; .true point'or beginning for-.this description, .thunce from;said.thiebskiipt.:"..?4,7.41." . . 1 'AZ.. .'-:144,-r---: : '''; .•• •i,..Tr.:.. -C* ee?.••P'•"-it;:.:,:'oC berinning.N..- 0° .431. 15" E. at, righ unglea to the•-noitharlVliiiitOr•s-t. ,. •..',1.,,,I.f.-;• . • • •"'...t •:- .- •' - _ ___":•-•••-•7 .....naid right.of-.wayi:•ardistants.'of 459 f eet; thenue . '114We,-;:.:"•:. .1•••tO thearthartline _of;sairr.right-cifVii:y.,• a•disrt..ne.df...3..89.feet, thence. : ..P. •••:' :• .. •11%17'• :•11:7;Mis7." • g .• S.•3•19 05' W. 'at right .ongles••to the northerly line of. said •i;:. '.• ",. ..: '; '.•• .; . ....'. - ,.t,.,'..,,...• ..•--.:•a..c.istan -•• • •- • ., •• • un z• coutnerly•line•of the Donne-....:...•.......• :...?.....r,kr„:„.•.......‘••• yiLle Poer Addinistyk iipni s;axis ti_Ls.g.1.250 foot right of way.for...ths?Coi . ...e. .,.. . ...._... ...;;i3......'" • ... • '0„,:, :,r,,r,e•:.-..,f.. ton:•Sedttle Transmission Line; th'i.noe .:...'43° 47.1 157.• E.....along Aitte rititilgit°'.... 116r."'--..,...-.....:„.••-•-".... ..' . 4..."•-•••7•-• • 1:1;:,,711•..1'..'..:. .. line of said Transmission Line .eight of ..lay,..a,altatance of.37.:46 feet, •• •• , ..•.- !'-''• i•••• •"*.-. thence S. 10 gat 1.-. a dietanee or.1.07.55 foc.t;:thence N..SS° 671•:E: a 4i5--,..... .!...:•••• ,,e.• •- ... • • "....tome•of 7.53.feet; thence. S..0° 43' 15" W. a distai• 06-:PP.@t. •1;111.....'.,.,._-.-...„. .. .......• ....._.- . -• .. point.30 feet northerly fop. the lyEi ..the laid Pips:Line..Tight.-••••• ... ..• ' • •••-••••••• (-----.4,rs•-•:". of way;'thence et-stbrly.pars.1161 to tar.1 30 fact norther?.y. from .th.a.. north- . • :....... .......,. , ' .: • 0.4.` •••••-'1-••••--arly-1.ino of sOid Pipe •Lipe right. of •acy, ,t •.:listrnce of'181.. .13. feat to the :. :• ..... , ... •*.•'.• •4..•''''',V••• . • -• • • - • • • ••• .po c4-•*--.-- iiat-lif`be-ginning,•',Allah liLs south,:er.te rly-of't.ho s;:id.axid•ting'.250'.fboi.',... ...,,:.'...:• •,.• . ' • -1...."...; •vol.'•••,44%-• transmias ion- ,line',t of w • and'nor thoas curly qf'a line.:which y1.14,5. ••. ,•.......,:.,. -.J....,..... ...-...:'-..;,--....,•,:,:- • - - .. . .right. . .ay -iv c•-.. ,-,11.`,•:fiat'•sbirtlyvestaliy. Of••and".Pirt:11e1 .t:ci the survey, liri...of the Coviiiital-,..,.. • ....... • . . . . ' •-• , .•:...xlz.,,•taattle tr.:m:3158Jan,lina:11o..: 1, seid.s lary ay lint. ia pagticalar.lyip,doyerribe,,d.........,L.. ......• c...4 .. r: : ,....::••:• . • . . •• ,...40.--i,•..a. follows .. • . '. • -. • ' . . . . . 4 ..•-.--A;`,`,.'•;;;•;:•,,:.-.• • . .. . • . '.:1' ..: '. • •. . ,•', . •••••';;:i.. , ••''..".'....'.....:•••••••'. - ..•• • .' Beginning*a tt... t.survey'8 tion 533113.83, c,".. .oint 7 r, action :•I .• •'..... . ' ••' •-:.,--7.:'•• . • ..'t...".: t17.' '"• ..." .1... '''. •18 • ..•••••.- ••• '.. , L..D !...3t of the Will.F.4tetto',Uetidicci:i.:e.•••••,.......e-.., ...fr..... Ir :,sea 4:. •t7- -..;., .,-;• • : - •-point bee:1p-W:439° 17.,.,1••37" E,. --.. ist.r.ncatof• 815.25 -f...et-limb. ,• .-- ...r .. '..T.,;:i• . ' -,,...,L:.• ,4, q4extor suction.corner:on the.:_south iline.of s,;•.141_Se'etioii-71.8rtsiaTer, :;;.4 : 7-,r•-••••••::••••• -;":•;i:' L ;„I,. ::...,A...o.•,•-.....‘...•-,.,: ••••T•.",.......:.•.A,t„...,.46 Ii753"--.11;-t: d 1.i tonfiroF19C).55 feet' to .a or.INy.'eta ti on 753 510941u1"-,,s•-•.,,*••••••4, --•'_.„s • ••• -'t,•74'...;;:•'‘'..€5.;:we •'........tiali-531z20.150 cbeikl F.thonce.II. 1°•241:4311 W 'a disun6-6-0f40,19 ‘,.1••4. -.-&;•k.4.• .,:. •• -;:r; - , ;if....tia;:puiyey:s.t..[!tion:56.t1-00:0017th- tice it;':et. 3..1,__7.1•_i3".11.----.-;.--• .. •-••.. •••.•re..:;1.•;.:47:i4;..---4K.: . i..•i'•*... . . . '‘,Zn•-,".;Iiil.t.•zr i,.•ts'...; ••• - •••••_:-21.•tx.t..4.0*-'5847:,96.7327'a-Worn t••on--teh,s••dest.iine'.ofiscici.:). ScciCA .2"'••=.7--•=--:Ar'-fferd'point-licang S....02112':.057 W.: a dist:no.).of:771-.726715VF.Rifit %r: • -. •. . •... 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".- -- :" F_i '' • THIS . :" , ".•.• . , 193b, batmen V,r`�-_I. •RI;CoNSTRUCT1oN J f 1 _ a oorpoiati organised uadax:thi I.tws of . ` -- United-States of Asis :rint, Sli its prinWipal office at 811•Parmea t genus N.W:, `i _ . .�-y1 ' 1': City of Washington, Dlatrioi of Columbia, as Or°antor, end 1 z C r OF 88ATfI$ri •• •`-'- :- — ,+, corporation of the dytti of Washington baring its principal place of business in -`•• • • _ the City of Seattle, County of Ring, State, of Washington, as Grantee. - .-- . . V '' l • W I T_N E_ ES�i ._ _._ . , . , .. " -. • • . Wf{$FiS1A, Defense Plant Corporation, a corpornticn'alao organised under , the Lams of thelinited States of Aaderica,'nd also having its principal office at ' • - All Veru nt Avenue N.W., City of Washington District of Columbia, acquired certain , r 1. property and property rights located in King County, Washington. - •• WHEREAS, pursuant to Public Law No. 109, 79th Congress,•approved on June 30, . 1945,' Defense Plant Corporation was dissolved effective July 1, 1945, and all of its •-•-funct;idiie, ponere', duties and authority, together'With its documents, books of account, .. records, assets and liabilities of every-kind and nature, were transferred to Re— • • construction Finance Corporation to be performed, exercised and administered by Reco�— _,•,., --:.`'� '•'-`. • • struction Finance Corporation in the same manner and to the same extent and effect as . . _ • if originally,vested in Reconstruction Finance Corporation. _ . , MdEAS, G Reconstruction Finance Corporation, rantor heretr•, is the owner of all. property and property rights described hereafter which were fornerl.y owned by r. Defense Plant Corporation. . , - NOW, T".ERFFUftE, Reconstruction Finance Corporation for and in consideration of ter. dollars (410.00) and other•valuable consideration in hand paid, receipt of which is hereby acknowledged, conveys, transfere and quit claims to Grantee all i right, 'title and interest in and to (A) 5.4 miles, more or leas, of double circuit . . :, t. steel tower.electric power. tranemission line, (B) 1.7 miles, more or less, of single -• --- • circuit steel tower electric power transmission line .and (C) certain property ac- : I . quired by Grantor under deeds and conveyances, located in King County,.Washington, ! s t•:• aors.parreinil.rlar desoribed as follows: • . _ -- y • ' A. laid. 5.4 miles pf dentin o3 it transmission line e=tenda�outh ", . ! • isil. ta'13'.tr t.s9 s.t rsninie eion line t es�es u-in {' I -. i i ' . azi'3, .24 HOZ'thi 5 �tr, W. L.-, ,to-tq -No. l --. ,.- :, *idthi .ths 8oath•�stdo si in Block 4 Rontc Vislr.' ,•:r - .Add4it ,•-*sdbdirisiorl in this :l of se tics 19*,un hip � , '.•:.:.,' - • , ,. •. , ;$ Xo'slhi`fl t.5 TJ., t i located.in.said•6eatigal•� ±gad , •'k,'': ;�,, r •.,,,, •''i'''f)1.:'.al i-M•x �•.4.;•, • .'44 liMil salitor+s1d4.. ,x _ . 'r },.. tea .•• Aila • • .:.•.' „ _.. • •• ,F�r' r to Ly 'to-J�r�' 'i • yy,�� .tww yam. • �' .> 4,. i - -. .fiay:. ,•g T.. ' ;Oa'� �•v wi ` S dt.. t • i• L' .. d',,h dj J.7J-'•'�' T 'ri r ,, j_ S r9 J ).� ~ L _A ti r. ,,.,,, CC , a , !, , rye • } t ' 17-. y � ^a 5 � ,+`4• a' la ,,4 ;yti • r 1,;3 w ^ pi � r•- C.Y 't . � ''' ti rar . ,••4 . T '•' ' .._ r . I ,• e-- .., ••,.',,`•,. L yU'M."" •iLNIW ' . A 5i r.r -• - • ��: :.: :.t. . o • , . . •.;�i� •rift - * B. Said 1.7 _of.single.circuit trsnemiasion line extends • e.;.1 .af '---7i. -- .-r;' 'fog said bower No. 31 to Grantee t e.tranaaise ion line tower ' '•1a - Block 1, Barlington Acre .Sracta, a subdivision in the BE}"'r4- of • ;: 4. r.. Beotion 13,"Tc*aahip 23 worth, Range 4 Bast, X.Y., and is located • 4 ii in 8eaticoa 19 and ip 29 e.5 Las • '. ;A - 1$�Soaastt-. Dlorths'-Bang Z:s ]E-r'.'�- . - - ' . 'in Section Township 23 North, Range 4 East, N.Y. This ooareyaacy,' ' - 'i t,:. . t rl,: ' .� cindse'9 single circait""rotated type,towers, three .Conductors of .. : • ua 1KaF.copper equiva.leat, with 16-insulator unit suspension aaeemhliee c . •• ' • , 18-insulator unit triple string yoke deadend assemblies and ,rapers 1 '.. ;;y - . and the conductor deademd'"aseemblies and Jumpers at tower b• ,.4 ,a ••- ._..- ----C7-. Certain property•Lahti'ed by the Grantor under the deeds and conveyances, .c i r. to wits 1,I;-. • 1. Deed from Reconstructiop. Finance Corporation to Defense Plant Cor- •-^••_• • poration dated February`24, 1945, recorded on "arch 6, 1945, in : the office of the Auditor of King County, Washington, in Volume •• :=-;! '• 2315 of Deeds, page 599, Auditor's File No. 3452664. ' ,t • • 2. Deed executed by A. J. Burney and Anna G. Burney to Defense Plant '- • ''.E S, Corporation on August 14, 1943, recorded or. August 18, 1943, in the" - office Volume of the Auditor of King County, lashington, .in Vole 2156 v.! • of Deeds, page 77, Auditor's File No. 3330054. (Tact ::o.\DS-2) RL - t • ,. • • • - -' . Deed executed by John F. Snyder to Defense Plant Corporation on -Pi* September 25, 1943, recorded September 2S, 1943, in the office of '' ' .'' • the Auditor of King County, Washington, in Volume 2166 of Deeds, ._ - . 'Page 310, Auditor's File No. 3338110. (Tract No. DS-3) t "" 'i 4. Deed executed by Lyle kewitt and Sadie Hewitt to Defense Plant � ."t • . Corporation on August 16, 1943, recorded on AuNuat 18, 1943, in :,. the office of the Auditor of King County, Washington, in Volume j : 2156 of Deeds, page 75, Auditor's File No. 3330053. (Tract No. - ' • . D5-5) , 5. Deed executed by Lyle W. Hewitt and Sadie W. ';'mitt to :'efonse• - . •• Plant Corporation on August 31, 194'5, recorded on December 10, 1943, ?� ` in the offioe of the Auditor of King County, Washington,' it 7olu.-te r;_;a-,' - . 2186 of Deeds, page ! 's File3 .. . -__ . - • •54,..liuciitor No. 3 53n40. ('Y•zct ::o; - i''a DS-8) . * .. £: ';i R • 6. Deed executed by Henry Williams to Lefense Plant Corporation on --- • October 16, 1943, recorded on October 19, 1943, in the office of �' ' / the Auditor of King County, Washington, in Volume 2173 of Deeds -. page 1, Auditoria File No. 3342598. (Tract No. L:6-9) • ' 0•y': ... •- IS:4•t 7. Deed executed by Josephine Senn, Marie Senn Heath, Iona Senn `-'1f., • .• ' , Moulton, Ursula S. Senn, Louis U. Senn, Herbert E. Senn, Lydia 1,:,::. Senn Swenson and Nellie ,To Senn White to Defense Plant Corporation ;�,ti: on November 14, 1943, recorded on January 26, 1944, in the office ,_ of the Auditor of King County, Washington, in Volume 2197 of Deeds, '''•.•,• page 747, Auditor's File No. 3362708. (Tract No. t'13-11) • 8• . Deed executed by Carl Wallace•Johnson and Ave Johnson to Defense -:-":i.. Plant Corporation on J 1944, recorded on January 22, 1,44, ,. .d 'P an}tary 5, o .. - ,.. in the office of the Auditor of King County, Washington, in Volume 2196 of Deeds, page 432, Auditor's File No. 3361857. (Tract No. `' [ :t Cis-12) •_ ;t • l • A w . eye,,•�s�•j 1-A 0 • S.• j•i' r:l?L: ill . 4.0..sn•��1: •% t ..4 _..�5.._. -- _ .._ -. — .. _ • �.— •,,•.�,. • •1 j e s • • y' 4., �.,. : . 1 •••}' •'. , y-,,••_. -.--,... ._..—..•+-..-..-- ;1 .„it::F�� • } ., C:4 sI.. •mot�' •-.• ,• .... ,. 7 YJ �„• ��i• t'Rtrt,t,„M..?awip �` .+..- .,: •fir._,Y•�..-5. - aAa`"'.`►I2 r a y' ,. '-, "•• 1'„•l V'OL 459 ME,gi ;2t:: • :' �' • ,•.:• c;d i3:ci;• is . 1 • . _- Y •_ - • �i r i ..�: "+,. .i: . 'j+r'-- . . -•;F- -?+'. .? . • • • • ', 9. Deed P4 -Was.l Davey.to Defense flant • -' . CozpoistiCilt-0i1 Via. 113, 1845, recorded on January i1, 1944 : • -' in the oil10i1 sd motor of King Conroy, S61�Sf • • Volumi 219Cu Dsidi, page.f49, Auditor's File 1 o. . 10. -• Deed smarted !Q !bowed J. Slater and Ina Z. ,meter to Defenee • - Plant dcirsivistiou.oa Beptesbsr P_9, 1943 •._.,;i-- � recorded on September S0, : 1943 in the attics. 'of tbi Aaditor•of'King County, Washington, in r ,`, • ,'..' Talmo 1187 of Deeds,'page 167, kiditoras File No. 3339784. ..-G- (Tract No. DD-14). _ , 1..."..,.• U. Deed executed by Henry odors Walsworth to Defense Plant Corpor-i -{, stint on Ingest 31, 1943, - carded on September 14, 1943 in the offige of the Auditor of Ki County, Washington, in Volume 2162 of ; . • • Deeda, page 435, Auditor's File No.'3535067. (Tract No. D8-16). " . 12. Deed executed by George B. Sohwarts and Lorraine Schwarts to - �"..-ti Defence Plant Corporation on September 4, 1943, recorded on Septets- - ber 14, 1943 in the office of• the Auditor of King County, Washington, in Volume 2162 of Deeds, page, 430, Auditor's.File No. 3335065. • (Tract No. DS-18). - • 4. 1S:'--$eed�"executed by J. T. Fugitt to Defense Plant Corporation on ,< September 16, 1943, recorded on September 25, 1943 in the offibe of + . , the Auditor of King County, Washington, in Volume 2165 of Deeds, • ', •� page 545, Auditor's File No. 3337591. (Tract No. DS-19). - - =- -- 14. . Deed executed by Henry J. lalliema and Elizabeth Mary Williams .to • Defense Plant Corporation on September 1, 1943, recorded on • September 16, 1943 in the office pf.the Auditor of King County, Washington, in Volume 2163 of.Deeds, rage 375, Auditor's File No. ! 3335773. (Tract No. DS-20). 15. Deed caseated by Robert D. Slater and Marguerite E. Slater- to :: Defense Plant Corporation on October 11, 1943, recorded on October 13, 1943, in the office of the Auditor of King County, Washington, =::;,s. :' • ' in Volume 2170 of Deeds, page 295, Auditcc's File No. 334L148. s ""ere `' i (Tract No. D3-21). i� f S 18. Deed executed by In In Bearers to Defenee Plant Corporation on , §' September 28, 1943, recorded on November 24, 1941.in the offioe of ,, F the 'Auditor of King.County,,Wai-hington, in Polnme 2182 of Deeds, ' ''>�:,w+-• row • page 260, Auditor's File No. 3350590. (Tract No. DS-24).• I. •• 17.• Deed executed by In In Beware'to_Defense Plant•Corporation on. _:, - ` September 15, 1943 recorded on•Nerenber 22, 1943 in the office of ' the Auditor of KingConti Washington, in Volume. 2181 of Deeds - ' • t : page,s25, audito3'ts Fi16 2i 5550228: (Tract No. D6-25). ; ,; tri• if t'� 18. Deed,executed by Benerin Ai-Good, Itolair W. Dyson, Rose N. Dyson, r ;K • Jatisa'H. Randolph Ted M.. Wooten and Doren. Wooten to.Defenee Plant •" l Cur atian on Se ;v �I943;recorded on October 8, 1943 in FF - • • the office of.the'Auditor Of Ting Deounty, Washington, in Volume - _; t' . 2189 of Deeds, page 274,'Anditor'e Tile No. 5340404. (Tract No. •--- 1 '19. Deed executed by-United-Staid' of ktteriaa, Farm Security Adedais- .._ ..'-_ :-ttdd;oa, 4o-Defense -OurP4latlon dated November 8, '•1944, re- •_ - -eor'd1;l imi:Dedumber-29,.1944.in the'office of the•'Ansttor of Kia; - ;, ,, . • ' ' Washington, in Tot .R88@-of Deeds, Page 523,•bditor's ?.a 3* - -4mk led-343T48•4. Also, died kited by ammitb T. Bison' attd• -:;,:',A - • : • e7hi. _ stied.to Dgiehtirrilit.C.6rpaeation dated October,20, '{° . . --- - it ►' corded•in Abil••.o orpiv-4b..andifor of 1i Comte 'Wka. in g- =" '.:b �,..' -z .ia:D!oecber29i-• • •' m ,Z398.of Deeds, b�t8,•' • . , ...•.�,., y�4 �':�.c•Syr,.:_ ,.,, < !e•: . •4;4.:.,..,-,. tie` .., . • a. '•Ily.+. „ " ' -.- _ .—,._L._•- --- •, P 7 - • •'' 'Nfir� 4'I r7.t a.. 8P5 ik.r u,�:...c. .4. .�+ .... j^_,:• .1C' y� • ,.".:.. •e.; ,i. :�?�v.YM.C'"171r !,k.II.ZtivnC - • ' . :..t � .... r - �1 -•:MttS+V-F:L • 25( '�j • r :wt f. �. •S'w.i.1 j'iy.. _I....I.:: 20. Deed executed by Lila QrastJaa to Defense Plant Corporation on - '•;;X'.I . - -- _.__ . Number_1 .194.3, •.e„ei-4ed--ca Deeps 22, 1943 in the office or it... the Auditor of King County, Washington, In Volume 2189 of Deeds, '' page 289, Auditor's f7-le No. 3356266. (Tract ►o. DS-2e). , • 21. De execrated by lnci1 Leroy Parsley end Hen rt.ettn Tore Parr ley, _ .- . - J a Kolar and Clara Kolar to Defense Plant Corporation on ? Z. . , September 7, 1943, recorded September'14, 1943 in the office of • yf . the Auditor of King County, lfaehing-ton, in Volume 2162 of Deeds, .� "' Auditor page 437, Auditor's File No. 5355066. (Tract No. DS-50). P y' i i:tj 22. Deed executed by Harry E. Sohellert and Mary Sche'_lert to Defence A::'p Plant Corporation on April 2Di 1944, recorded June 1, 1944 in the • •offioe of the Auditor of King County, Washington, in Volume 2234 ,�l*�°r _• of Deeds, page 668, Auditor'a File No. 2391]).3. (Tra.:t No. DS-31). str . 23. Deed executed by Paul E. Colman and Iona M. Colman to Defero. "; Plant Corporation cn September 8, 194.3, recorded -- ?eptember i,, " 1943 in the office of the Auditor of King County, lashington, 31- • Volume 2162 of Deeds, page 426, Auditor's fie Nc. 3375063. Tract, Nc. DS-33). 1:641 4. Deed executed by Lena Knox CoLe.n and rani E. Colrt!n tc Defense Plant Corporation on September 9, 1943, recorded en •Septetrbe- 14, 1943 in the office of the Auditor of King County, 'dashingto:�, in ..`;� ". Volume 2162 of Deeds, cage 424, Auditor's File No, 3335062. ya[" (Tract `Jo. DS-34)• ' -:;,•_;: .• r : 25. Deed executed by•7tillis Fitzgerald and Delia Fitzgerald to Defense . ;;,;; Plant Corporation on September 13, 1943, recorded _n September.16, :T2 : - 1943 in the office of the Auditor of King County, Washingtor., in '_;f'• Volume 2163 of Deeds, page 397, Auditor's File No. 3535794. ;• (Tract No. DS-35). ' 26. Deed executed by Dougherty Smith to Defense Plant Corpora t: or, �y September 7, 1943, recorded on September 14, l94.. it the office :f - • the.Auditor of King County,-Washington, i. Volume 2162 of Deeds, fte . page 428, Auditor's File No. 3335064. (Tract No. DS6). _ "- .3 27. Deed executed by Frances J. Chandler to Defense Plant Corpora tiim l54' on September 9, 1943, recorded on October 20, 1943 in the effic? 'f - the Auditor of King County, Washington, in Volume 2172 of .e,"ids, • page 494, Auditor's File No. 3342845. (Tract No. DS.38)• .,,' .i 28. Deed executed by Joseph R. Dalden and Beryl Keith C•.Laden, Henry 'T. 1,1 Salt' endSlspeth R. Salo,• Emma K. Farrell, Sea tie- Vrs Na Tonal Bank and Roma K. Farrell as trustees for 1.hrian Farrell, A. . . MaplewoodBird rind Esther B. Bird, and golf :lith, Deforme•?lent Corporation on August 17, 1943, recorded on Au ev t 28, 1943 in the 'tt office of the Auditor of King County, Washington, le Volume 21Sr St I - • • of Deeds, page 488, Auditor's File No. 333211e. i•^-',-'r `ion. 7:5-,.' DS-41 and DS-42.) 4, • •• 29. Deed executed by J. J. Blur and Ne111 o B1tnner,, C•• • Buxto-. am ;�E, • Iias1 H. Burton, end Frank J. Tonkin end Syble Tonld n to Defense t';., - Plant Corporation on August.28, 1943, re cord ad on September 14, f - ''.,' •• 1945 in the office of the Auditor of King County, Waehington, in • ,, • Voltam 2162 of Deeds,' page 452, Auditor's File No. 3335066. ' 'k';:_ _ (Tract No. DB•.45.) . . 50. .Deed creca.ted. by S.eeaor V. Simonton and rin B. Simoatca to • • � •. 'J ittei tee Flan Ca�porition on Lnguat 16, 1943, recorded on An it 19- :�_`„• r' . 14' .9in tha,o.ft1oe of the•Auditor of King ConntiT, fir-in - — _ - :,��`• f To S 2155.of Deeds, Pula l46, Auditor's File No. 5350141. • th �.,R. ;�...�•�. !:: of .. _ �. 1•'.s :....>lag`+' ...•,__.+:---_—�yi- - fie. • i . � �f1'u ti. -.•Fear'. r-'i�.i' 't• -.. •••'•. � ..",. .. r�. �tr. it .�,�- t I-• ---',-- , st,_^ri':. .-, 't- .: •• ;'- . : �... ':. Sim...i!St:Cr:T�i'•T_3�:�5._"'`�.t• . .��y q ..n�_.v.•. 'c;�. _ •-..`G •. _.�. .*=h•.i.- f_ L _ • ••. .. .. ...1:. :..i.. .t:C ,-.-.]t. . .. ,"J - ' - �t=� - 4• _yT VOL '.,-....••• _• may: ,.. _ • •' - ate_ + •!` • �.. E.• • s•;•_, • 4' • .•,.t .'.- •ta _ tie'"•.-;' ''' ' - om'- 31. Deed'executed,ty J. J. Blamer and ?011ie Blamer, mad T. H. t, Moffat and Carrie Moffat, to Defense Plant Corp-tuition m-6eptem- •-• _ ber 1 194S reoorded oa'Oo%ober 8) 1943 in, the office of the ` ''::` 1 Wasbingicn in Volume 2169 of Deeds - . •• _ s � Auditor of Ooutttyi , page � ? ', 271, Andi-t, r'e File No. 040405. (Tract No. DS_488.). 32. Deed •.x.auied * Bessie Hurley, Robert M. Kane and Bernioe L. Kane - • • :.i . to Defense Plant Corporation on August 21, 1943, recorded on _; `• •-. August 27, 194E in the office of the Auditor of King County, Wash- • •`,-: i ington, in Volume 2158 of Deeds, page 201, Auditor's File No. • ',. y 3331796. (Tract No. D8-.44.) - 33. Deed executed by Emery 5. Bryant and Jane C. Bryant, and Jennie H. • Borst to Defense Fletit Co cr¢+:ion on August 31, 1943, recorded on .. z:.'s • September 7, 1945 in the office of the Auditor of King. Counts, ':_-,;y Washington, in Volr�e 2159 of Deeds, page 452, Auditor's File No. =';: 3333628. (Tract No :) - 34. Deed executed by Northwestern Iapa•ovement Caapary, a Delaware -T: • Corporation, to Defense Plant Cor`oration on October 7, 1-9414, re- • corded on November 24, 1944 in the office of the Auditor of King • . , s..- _ . County, Washington, in Volume 2288 of Deeds, page 528, Auditor's -` . ' File No. 3430508. (Tract No..DS-47.) "=':�:'•.�., • : I i 35. Deed executed by Bruno Oregoris to Defense Plant Corporation on : " i". March 9, 1944, recorded on March 144, 1944 in the office .of the "?.' Auditor of King County, Washi Volume 2210 in Volu 2210 of Deeds, page -_-'t='•- ••• 479, Auditor's File No. 337293,5. (Tract No. D5-50.) � •• • 36. Deed executed by Art Ore gorse and :fury Gre goris to Defense Plant • • Corporation or March 13, 1944, recorded on !larch 15, 1944 in the • office of the Auditor of King County, Qashirgton, in Volume 2211 of Deets, page 37, Auditor's File No. 3373187. (Tract No. DS-51) •- r . 37. Deod executed by John Fraocaro to Dd'fense Plant 'orporation on .Tune :.--,-,,:-, • ' 13, 1944, recorded on June 14, 1944 in the office of the Auditor o.' =s_a ... • I. King County, Warthington, in Volume 2239 of Deeds. page 12, Audi tor'g 4 i ..... i File No. 3394475. (Tract No. DS-52.) ......--- •• SR. Deed executed by Ben B. Dahl and FA,e1yn Mae Dahl to Defense Plant R, _ n Corporation on January 28, 1944,•recorded on F"'+ ary 2, 1944 in 3 • the office of the Auditor of King Count", Washington, in volume 21g9 of Deeds, page 468, Auditor's File No. 3364199. i :_: 39. Deed executed by Leno Aszola and Zafira Azaola, Angelo Breda and 1.Ary Breda and Curtis 0: Lindseth and Jerry M. Lindseth to Defense i +'�` Plant Corporation on January 12, 1944, recorded on January 18, 1944 :f --- v' • in the office of the Auditor of King County, Washington, in Volume =..3' t 2195 of ?)eats, page 346,•Auditor's File No. 3360977. (Tract t:o. "•- " I Zl 40. Deed executed by Arthur C. Ramsey and ita Jane Ramsey to Defense i t Plant Corporation on Februazwp-18, 1944, recorded on February 18, • 1944 in the office of the Auditor of King County, Washington, in • •- ' Collate 2204 of Deed'', page 74, Auditor's File No. 3387781. (Tot ^ ' _ No. D5-54.) - • •41- Deed executed by Harold C. Ianiberg and Mary 0. la,::dberg to Defense Planet Corporation on:January 241 1944, recorded on mosey 27, 1944 , ' in the offtoe of thre Aadltor.of•bidg Count'', Washi ;on, in Volans • t 2197 o2 Deeds, + s.-• . . ;? Pugs 58�a.Auditor's Mils No. 33628• (lYaot No. t DS-55.') t : • • • : ;•9� .�3..--r4•"•+„r+, : " .•., -_ �.--L.ti'_t'••_.. - tv.. y tic' '. y .: � ' �," �:'+• ' •'•iT v-; .Y����3S.tcTt -• '�• � : i6...... T .`•,_ti A `, 1 ' `t''. i:i1a:R!'.i•ryli"'°r r.. : , •° �Y.. i�' .• t ' ..- .. ..:•-. �; -w'•- - ' • �S::�i:. _ 4 ' i� � s bW " f ...7. 1 r Ni7ls :r J • xr. r �C' ^, `•" 42. Deed executedFJ..: . • by Ione Assola and Za1Ars Assola, Angelo Breda and _,;1- '`'- Wary Bred;, and Harold C. Tundberg and Wary 0 Ixindberg to Detenae ,.. ,. ,�;>- .PleatMica-on. T 1944;:.rroor3e3 on llibivary.10, ''��r '-1944'in'the office at the Auditor of King County, Washington, in _ dolurse Jt201. of Deeds, page 540, Auditor's File No. 3365647. -:- - (Tract No. D8-58). • 43. Deed executed by Eugene A. Mack to Defense Plant Corporation on . _~ • February 3, 1944, recorded on February 8, 1944 in the office of the Auditor of King County, Washington, in Volume 2201 of Deeds, page 1, .: . Auditorre File No. 5365187. (Tract No. D5-57.) • ,. '.w • ' 44. Deed ececuted by finest Oabardi.to Defense Plant Ccrporation on - February 14, 1944, recorded on February 18, 1944 in the Office of ;•,if :s: the Auditor of King County, Washington, in Volume 2205 of Deeds, . , -. ; page 533, Auditor's File'No. 3367547. (Tract No. t&-5 A.) ' ~ , 45. Deed executed by ]William A.WWank to Defense Plant Corror'ati on on _-: Vey 1, 1944, recorded on tray 9, 1944 in the office of the Auditor . ' �r': King Cbunt�y, Washington, in Volume 2227 of Deeds) pageyr32, Au'itc-'a File Kay 3385944. (Tract No. DS--58.`• 46. Deed executed �, Charles :bsoa and :,lisa T^9o' „ :▪ r<e .a- t r ,'; :'orronation on February 4, 1944,'recorded on :-r :.. 19:4 the office of the Auditor of King County, Washington, ... • ::r-e - of buds, rage 213, At:aito-'s File No. 536827,a. -. , �ti__.•. 41. Deed executed by Charles Toeca and ELisa :os�.a, Lenz ^.,-,.la ar Z. 'afira Azzola, Angelo Breda and Mary Breda to Defense. Plant nrrpora- • tion ort"February 28, 1944, recorded on ,'arch 7, 1944 ir. the office • of the Auditor of King County, Washington, in Volume 2.21 of 2reeds. • . • page 308, Auditor's File No. 337124n. (Tract No. DS-6,D.) 48. Deed executed y Pater Rosa and Katharine Rcsa to t▪ fen.e Plant corporation on January 27, 1944, recorded on Februar: In. 1?44 in. t,�n office of the Auditor of King County, 1ashington, in "nlure 22''1 , '•; Deeds, page 548, Auditor's File No. 3365115C.. (Tract :x-A:.) ;3 49. Died executed by Ermo Oregoris and Ninfa Oro(tone to Defense Plant �''t - Corporation on January 28, 1944, recorded on febraary 2, 1944 in the • office of the Auditor of 'King County, Washington, in Volume 2199 of ' , . :Deeds, pave 47C, Auditor's File No. 33641_99. (Tract Gc. D3-•F•^.) - �-I • 56. Deed executed ry John Rosa and 1:4iddalena Roan to Defense Flan+, Corp.cr- a': ation cn January 26, ].944, recorded en Febrtmry 1(1., 1244 in the •• =- i1: office of the Auditor of King County, Washington, i , Voln e :2'24 cf a . • Deeds, page. 5 , Auditor's File •:n. 336?7E3,. (TYa^t_'-. D3-05,' 2� . 1c;_ r4 Y.— •.Doe: executor Victoia Pogararo to :c°engn Plant Corroret r.: Y�, s• #. .I nary 24, 1944, recorded nr. "try •1.5, 1944 the off inn rr f,•.• Y Auditor of King CounV, Washington, in Vol::-.e 2229 of ."ed!r., : v.,. . 5176, Audi t.or'e Pile !'c• ,• 387249, (Tract, f, , :'S-eS.; ^'• . 52. Deed executed by Valentine lielitch and Ararla ldelitch to Defense ' �. Plant Corporation on. Jaattiarr 24, .1944, recorded on February 2, 1944 - in the office of the Auditor of King County, 'Washington, in Volume ` 2199 of Deeds, page 466, Auditor'a File No. 3564197. (Tract No. . • • D3-66A.) , , • 56. Deed executed by C. B. tm and Ethel Mclisughton to Defense ' '. . � plant Corporation on January 21, 1944, recorded on Jaruai7 22, 1944 - - in the otfioe of the Auditor of. King County, Washington, in Voluabe • 2196 of:Deeds, page 455, Auditor's File No. 3361858.. (Tract No. D8.67A.) -- < ,. '•fir<;+•- • • • :.7 .: , ..r.- .•.,i.'e,aye,:eY..ailiaT./'• w.+"z�F#. ya,u.u t.' �+2r,6, _- .`''?-.- - .1,_::ter. ..1se.• !.Y .. .. ......... _._ ... ............ _ _ s..t.i... ...z........ ,.,.... .......___,....:144,......,...44:7,,,......,..........m. . :: __ _,.g.),....... .-.,74.::_,-.---, - -71.:-.i...,4....„7, -.11." -., ... .-.. -1• ' . .'.......H.4.47...s...;:t.T.:,...":1r.i:.:. . :.'1......'..'...:::.:z:.....1....... '.,.....'. . • .. . •• ---- - . ' •. .. : .•-,-';; „,-,:,...•'. ...;-7!.,.. a-....1;-, .1var.• . . • . .. •• . ...c • t•_„,- ••,:•••r•l•-.;•::%.-:.• '-':- • ...: • ... • . ..,., ,.. : • .;';-,'. ••.I_ • '-‘ •• • .- ••••ri i.•• "7:'.1'..••••• '.r: ' • C.2..''... . - " . - •i ..• • '4.•••••'....:!.i _ . • ..2.... • . --"' •-••••r -• -- '' ••• :* ':.t- -t• ..• . . ;.,1.-..- ...t.' -,.; .•4 ;•----L-•-• ' •;I: ...;.7,-•.„,,... ....c.• , .. . •.-•:: .: _. • . ..1•••'``rt'V'::7'• '- - . • .. .- ....-mr4.•... •• . ; • i• - . . •- , • • -.. :-4.•;!:".--:. •'.••••••:- ••" ' • .' • . ..,...:.."...,:.8.:.'4.',I-'•. • ..• . • - - ...o-A••. ,..-•: ,.. ... . ••• .- • ••,-.. ...'.;,• • -- •- • ••- • ..• •- - . . . . . .. %. . .•. • - - . . . ._.. • . .. • : ..._...... • ,. .. ., . . . . • • . . .. .. . . .- • _. , . . .• . . . . -. . . . ...- - • -• •- -.' ----. ':• 54. Deed exiiiii‘Vbr It Carnation and Marietta Carsocioli 'to • . . • • 4.• • '''::•;:'.:•.:.'-". ••••,.' .',:.:•,', • DefenleinArrIP:60i0arttion on JImmary 24, 1944, recorded on May 11, . ;. . ,.,•,. • 1944 iialfsi•afftae•of the Amli.tor of King County,•Weald ngt an, i.•,,,..-..• .. yolugOltattor_INteds,. page 662, Auditor's File No. 5598405. ' ... • . .. .• .. .... ;-,...•'. 7_ .._ . , (TracrtrNo. DS.68.) • • - . • ''''i...i _. 1 ' • . ":'t' i . • • 55. Deed exeautedby Fred Peacock and Flora Peacock, Jame" P.. Downey ...... ,... - • - . - -..11iX1 .1.0b1C7P4Iiiittt, to tefense Plant'Corporation on'January' 21, 1944,. . . • . . •- .... ,-...,:,• . recorded'un.Fibr*ry 5, 19-44 in the office of •the Audi tor of King . • .COunti"; Teshingtan, ill Volume 2200 at Deeds, page" 295, Auditor's . -• ._•••••••••.:_;.,•• :;.• .• , . .... ,... . . :'.•••t.- Pile No. 336478). (Traci No. D6-89.) ; : *:- . .. _ • 56. Deed executed by Ella D. &althorn!, Otto_Ni.elsen and.)inna Nielsen, ' • .'•;.•• • ' • Hans P. 16.e.leen.and Basel Inicraza Nielsel and Ckiorge'C. Wheeler, .5xecutor of the 111.L1.1' of Ada Thofne, deceased, to I:referee Plant • . . • • . .. ..•;.• .• CarpokntiOn•on Noverber 18, 1944, recorded on November 20, 1944 • . .1:'1'.'.-....: • in the office of the Auditor of King County, Washington, in Volume . . •; -•:•:'•:•••;._;•'• .•:;;:-.•-...'• 2285 of Deeds, page 562, kidi.t.or/e File No. 5429774. (Tract No. . " D8-70.) • ,,,,-/-*i . • • . ;•'-' :';'::''.:'-::t..;.....''':"= • • . ...-:.t.:.::'. . .. . . i:.-..'....':..'. 57. Deed executed.by Otto Nielsen and Anna Nielsen to Defense Filant. . ,,.....-, .. ._, . • ...-. .- •• .... •'4.',...',.i.:.'. '-. Corporation on October 27, 1944, recorded on November 10, 1944 in ---Abscoaffice of the Auditor of King County, Waahing-ton, in Volume ,••••.- .,, i --;,-• .... -. . • '.:-:• -I.:-„-•-•...-.:•::-. -..-..,•••:.:".: . 2283 of feeds, page 39, Auditor's File No. 5427761., (Tract No. „. .. . ;:. • DS-71.) - . . . 58. Deed axe cu ted by Nargare t iiardi.e Cook to Defense Plan t Corpora ti.on ... . . . • •• on January 19,11.944, recorded January 22, 1944 in the office of the .., . luditor of King County, Waahington, in Volume 2196 of Deeds, page : • . •. • - 373, Auditor's File No. 536)795. (Tract No. D8-72.) . • . ?-• • 59. Deed executed by Margarita Garbarino to Defense Plant Corporation . ,. . • on March-25, 1944, recorded on April Ll, 1944 in the office of the • : Auditor of King County, Washington, in Volume 2219 of Deeds, pa ge : • 124, Auditor's File No. 5579525. (Tract No. DS-75.) ,...‘ . ' ...-•... . •...._,• •-. , • . . . - • ! -: ;•1 - 60. Deed executed•by Tony Sterkovich and Mary Starkovich to Defense • - •-"---- Plant Corporation on Februar7 21, 1944, recorded on June 16, 1944 • in•the office of the Auditor of King County, Washington, in Volume ' , ...,..-,:-..,-:,,---:::.•,•:;. ' •2239 of Deeds, page 469, Auditor's File No. 3594987. (Tract No. l'- •••• ';-: ::*••-•'"•3••7''';4, - • •••• • ' • D$-74.) • • .„ . ': •i'..1, 61. Dead executed by-Oiyde Uorriscn and Pearl Morrison to Defense ' *.'..'...,•,'''. • . • Plant'Corporation on February 5, 1944, recorded on July 1, 1944 :;•-• !:. • • . in the office of the Auditor of King County, Washington, in ....;,:•••..r...,.-.•-•:;,..,..i.,•..;,...- ;.--•• ...•: • . Vanier 2244 of Deeds, page 89, Auditor's File No. 3398497. ...`t'--::.L•:__•:-::.Z•&-L'... ..:--. •••.:-::••••-•-•; .. . . (Track No. re-7s.) - . --...,--. . ;. 4,•,..:'.-,....::••-- • , ,...•...,:,-..,.-,-„,„:::,,,,...„,:, ';'.4 .., :. . - • . • - . • • •••-.-,1'..,--.:::.-7:.-.;--;.1-;4---...: - •,'•\S'--4,-.-•-,%•-•'-'.".'• • 62• •• Deed executed by.John Woods and Martha Woods to-084°mo Plant Cor- ,- • • . poration on June 13, 1944, recorded on October 24, 1944 in the •••,•t-,!-•..',.:,,ti•:,,k,••;.,......••„;*.?; . • office of the Auditor of King County, Washington, in Volume 2277 •••-•*-4?;'-;.. .:;?•...:;:--:-.:•• *1,1 '..., : • 'i'' '. ' ;•-,- •• .-'s•-, -7•'•! of Deeds,•page 587, Auditor', File go.. 5423653. (Tract No. Ds-9-7t.) ••'•• '•-..--F•••./.1:.'i'..'--....E..: •• • • . . . . . . ... . .. , . 1• .•. .. . .--65: -.Boa.ritauted by'Anth.on7 tat-pso and Maly flatus° to Defense Plant - ...... -..,:,....... . ,.. . • -.• . •••• •-.Corporation...On August 22,'1944„.romorded•on October•24, 3.944 in - ..• . . • •---• :• - • tliii:offtee id" tktie--12aditor of King County, Washington, in Volume ' • - • • . . • -Z277-WIN3-41W-plig-4565-e ;Iiiirtorle File No. 5425652. (Tract No. ' • - , ••. • • . . . s -•. • • DS-77.1. •• - • ' • . . . . . . .. .- ....• , . s . , . . . , • ,. • . . i . -` ••• 1 • •• : .•‘.•:.:11-4i•-••• Diisei:liabutlad by 714:11ni.P030ttt.end Fird. Gatti to Defernme Plant Cor- 'L •••.'„,..... :.•. • .....i:; .;...5.,,Z .....tarinat.Oif-46neiry 22, 1944, reoorded on Februar7.10, 1944 in the • : *; -• . , .', • 1 • .-;•,,,.....Z, ,.• ' •••;•-•.•-• '•':;:etrioi.of the Auditor,of Pant QOins:07, Wastd.ngtotk, in Volume' 2201 1 .nii-•_,-.•••." • ••••••-••••'":"'.--:-:Of Diode Iiikti•656i iietiorItiltle No. 33e 584 5. (Tract No. DS-78.) . • ' • ' •• .... -. . . • • ! •' • •\:--.7:. ::.••:. ..-.: 1 ' :=''-7..s• .k"re.!:.,..-••'"••-....j:.''..•'...4'..„• ! • ;---k • .• • • . '•'44-A-74'--,•%---.2:-.•-•••f4,--:-.4=',--142- -••-. ' .-• . ' .....'. ''-• i • •— * ' • '•- •• it •.!..'5$A..c--1.:..:-,E,f.,44r,••,••2,,ig,.,.,,..i'.••:.i.4...:t:-:.:-.,...,•.-•:.-......t4..".••,.,!:••.:•-.i"t•i.i!-i•,-..:-.:.;?,;.,.:.i-..•-•:,.:7••-!%./...-••••.••,-..•3.i•i...•,..".f....,•",..:.•.-•;t,:;•,,.,*.• .,..'.,•:':.',..•-..7.:;..', . • ? , "!- . •;•7 ,;. ••:.• •-°-,;• -•:• .... • .. .-. ".•..•.• -. - -- ' ' . . .- •--- ..,....i_ilk:; ,,,.t v F..• -- :.- 1--,t.vi•--...--- ..t,•:,..,r.,--.....•:. ''''. ' .'....1.! l."°... ., .'-. • ..... . . , •. ." . .• ''''''; :-.''''.7 4'...',.. -'••••';':t-••;7it'it•'2?•'"--J,M.'.rt73'.:'• /... A,•:•,...:5"4"'Wlr. .'''' 0.1-••*: ,.. . , . ..••• ...•11".••.... . . . ..... v, i • 411bk . . ..1:!•-...-:..••••••:••.',...,:.•,(.........•,....•••.,:•••%.........0.3.-1A-9.,•1 0.-..,1,-,..r k.•N.,...10.-.............. ,. .• • -I,•V . • eq40,..t NNI,e, .—. • ?x 65. Deed executed -,.: .,by noses Reese to Defense Plant Corporation on •.:yR: January 18, 1944, recorded on January 22, 1944 in the office of . '-1� the Auditor of.King County, Waetringtm, in Volume 219(S of Deeds, t- • Page S'Tl, Auditor/a File No. 5381792. ' (Tract No. DS-79.) i • sat.• • 66. Coed executed by.C. E. Burton and Grace C. Btnrton, and cnorgta : ! ', a+ ton, to Defence P1$rt Corporation on June 10, 1944, recorded '}:; u " :± on July 1B, 1944 in the office of the Auditor of King County, _ `. •{t a '`aehington in Volume 2248'of Deeds, page 593, Auditor's File No. X.? t401715. (Tract No. Db-80.) ;r,y 67. :lend executed by Ethel M. Starrett and Alfred•.7-, Starr-•t. to ''. ' - -•fen,. Plant Corporation on !fay 1C ,, , 1944, r cor''.ed rt• • ne 9, 1344 • `~1{ : :h-' office of the Auditor of King County, 7(ashingto-, In Velum, 7 .iv 2237 of Deeds, page 247, Auditor's File No. 3392867. (T-'•ots Ir ' DS-31 and DS.-8.3.) `; Se. Deed executed by Esther Stephens Lo 7)efonse Plant Corporation on _ = January 26, 1944, recorded on January 28, 1944 in the office of - ..Fi 1 t e 4,u3ditur of King County, Washington, in- Volume 2198 of Deeds, • 3, t; page 88, Auditor's File No. 3363054. (Tract No. DS-82,' =i• , ? . j{5"t1 69. Deed executed by Lucy lfaseucco to Defense Plant Corporation on :•Nt. . •- February 8, 1944, recorded on February 10, 1944 in the office of . the Auditor cf King County, Tashington, in Volume 2.201 of Deeds, `�'•fs page 538, Auditor's File No. 3365846. (Trade lixt. DS-84 .and DS• 88.) • 70. Deed executed by Tashtngtcr. !initial Savings Bank to Defoe?. Flant Corporation on February 14, 1944, recorded on February 1N, 1944 '�1, - in the offion of the Auditor of King County, Tashingtor.. :n :cluma 2203 •f Deeds, rw(Ie 53.5, Auditor's File No. .336754.e. ( ":•-to. ':o. DS-C .) • '-1"'•• • • 71. Deed n:!ecutr,; �,y :harles A. Srrit'•i•, .ne Per•riv••. .'or,.,,- :�: sr.: k', ' • • Investment Co., to Defense Plant Co orat.i..n •• .� 5, 4 - e:w • • cord on June )6, 1944 in the of floe of the A::-'.i tar ^g '�` ?> ' r Co;:. 'Yeah.!neta , in Volri.e 2739 of ')nn , -etc:" 7c'+, tr• '.. . File :n. 3394797.• ("Tact No. S'. ' -n'• :1 • I'7. Deer execute.. 'try ..,chart' Snri nee- •.r r. r•-tr P1a:.. . ": ;f i'.Jam:arr 2P, 1944, -,,cone. on Fn'„rue c, 1_'44 it •.,tn .n of ... .. r. the A•:r:itor of King Co+rr.ty 'g ,ash'.ngto^ .:t. V-1.1e ..Z1 7....rt.. ;t= ;rig.. . eP, A':?:tor,^ File :r. 33F 571.^. i -'-- '�c_c u ' �`�``i� !::C- Derv'. ^•ncutnd ry Its-crlir '}whti:•, - .erry t_ ^y • Dofr•.nse Plant 11orporatir'^ on .x: 1" 1!'44, rroorde'l ^ r :i `lnP 1944 '. , the r.rfice ••f the .1ur:1 to-r '' v;nr "r••t..t• ra,h:••r-o, ,.;;-�.;: :; •r• Voltue.. 2240 of Dee-'., rage 459, Art.i••or'• rile No. '39rs r• .. ' (Track No. AS-Or' . 74. Deed executer: 1:7 Lomb Ki^ak st' France': zrizak to -,e:..r,... Plant _>> :i• ' }. Corporation on January 74, 1944, rncc+-1nd .'nr.uar,.• "S•, '944 in• • :' r ,: - ;:�,t:a the office of the Auditor of King County. '.4aahington, 1-: Volume • . -. . 2198 of Deeds, neg.. 352, Auditor'. File !:r•. 3363319. (Tract No. c., '• DS-01. 1L_;` y: 75. Deed executer? trr F.r t••r R. Fut�.•1: '.c M.art�n ;�!j r Plant CotFccation r}• on January 25, 194-i, r..o rded on January 2e, 1a244 in :he offioe of • sr' the Auditor of King Cc'un,ty. Wash;ngter., 1- Volume 21e0 of Deeds, �• C.. .paw' r'A. Auri!to ' :'!'n • t.'r,x,,5 . •Ar.. No. ;1�-Q2.• � :; ' K .. .. '0.:. ►'• _.. . .. . • V. • . „ .+: • .. • •L •.... . 7. • . , ..• • • • • , :":' :,•„.„,42597 fa . . ...4,... .. .. . .., . .. . . . .. . .... • Act • .47 • •• {'.. • 76. Deed tagod leilf• lid d. Bohendies sad Vivian Sehandiel to Define, ..''. - - - ., •Plant•Oaspilstlea On January 18, 1944, recorded on T.brnary 8, . • . . $b 19b4, is_ s•effies of the Auditor of Ling County, Washington, in . ' _ . • -:.•i • Yo1uia .2101'Of Deeds, page 183, Anditorts Tile Jo. 3365373. (Tract - - r • llo. Dar93)' r- 77.._J 4 , --Yashiadtoa �tat�fal Savings Dunk to Defense Plant . 1:WW :SUM on hmtary 21., 1944, recorded on Xaroh 7, 1944, in the • • ;.i .0Taos'of:the Auditor of Zing Oouaty, Washington, in Tomas 2208 • --- 'of de Ipe .-,11, Aaditort• Tile Jo. 3371241.. (Tract No. DS.-94) • • ,'.•1- 7$, Deed unseats¢ by Washington Mutual Savings Daak,.Dale B. Osrbnsh a. -wed Loo111s I. parbash to Defense Plant Corporation on January 21, __f•• -•1944, rsoordsd on Tsbr.astry 10, 1944. in the Office of the Auditor of - - • Ling Oounty, Washington,. in 'Volume 2201 of Deeds, page 545, Anditorts 3 To. 3365819. •(Tract Ia. DS-94B) - • • 79. De & executed by Northwestern I=proveaent Company to Defense Plant • 'Corporation on July 18, 1944, recorded on November 27, i?44, in the '� • office of the Auditor of sing County, Washington, in Tn:tee 2287 of •' • Deeds, page 437, And.ktl.orts Tile No 3431137. (Tract lfn, DS-AA-2) _ _ 80. Deed executed by Puget Sound Power and Light Co, on December, 7, 1945, • : recorded on April 18, 1946, in the office of the Auditor n,• Xing : ,• County, X,ashington,' in Toluene 2462 of Deeds, page 200, Auditor?* Tile __ - • - , - 2151-156o496. (Tract No. DS•-46) IN WIT1i:SS N$?s'BSOP• , Beoonetraction Yiaanee Corporation has caused this instrument to be executed in its name end on its behalf by 3ICHARD X. Th CZ, its F.7`' Attorney-in-fact, herein fully authorized by power of 'attorney duly executed and i • recorded, Dated at Seattle, Washinetna, :him lbth" 1st:: -of July, . •!v•.. _ • .y REC0ESTFUCT:0' A TIA:t,.. .11r O'RATI , - • t •f"`- At toraey-Ir. `etc', STA1e£ OP WAS$INCTON ) - 'A ' Count; of Xing ) • On this 16th day of .July, 1946, before me the undersigned, a Sotary r'tiblic _ .. in end for the State of Washington, duly eoecmisei cued and sworn, personally,appeared i.r<:k--',.?• ` BICHARD H,.PBI ,to sw_�own to be the duly',3,�- - - �s appointed and rmthorised Attorney-ia-fact '-',',•. •, - of the corporation that executed the within and foregoing instrument, and acknowledged . said instrument to be the free and voluntary act and deed of said corporation, for the Ores end purposes therein mentioned, and on oath stated that he was fully authorized by satd.00rporatiea so to execute said instrument in its behalf, that the power of attornel :,. • _ ' aut},ori:i.+s t�,a.exoWa of this instrument has not been revoked, and that the said • eorpo=st!¢Ali 7str is sadilsaae. . ', ---.)•:' YIlJ S q.Land and official seal hereto affixed the day and year in this ‘.10ion „Atka. • �L 1:4,_,?. -c.../vt,,,,,.....3 ..e...el . _ ;:; : C ' Notary Public in and for the State of '*@@ L'� 'j r • Washington. residing at Seattle. j. -"• ;7x �� ram' • • :.:, r. .•:r4 „ry-.^,�, -..'.;yr'• 2.�•i y �. •—•" ♦Assess -= •-••'''?..�:ti, `ti'...,5� c.,IY-3�i1a_:R• - 1(7'-,a;.w �: ;l i..•: •c'., .•: �..: •�,'. �i• — -: • ,••-.... • • , r 7. Successor and Aulgns.Tbc rights and obligations of the parties shall inure to the benefit of and be binding upon their respective succors and rssigns. DATED this t 9/H day of K4 ,19 7F. GRANTOR NORTHWEST BUILDING CORPORATION, a RENTON SHOPPING CENTER ASSOCIATES • Washington co poration LIMITED PARTNERSHIP, a Washington limited BY: partnership BY: BY: NORTHWEST BUII,DLNG CORPORATION. a Washington corporation, general partner A .' ,.7ICORP REAL ESTATE, INC., a BY: r"' "'/C/�` - Delay corporation BY: BY: 0 S OF WASHINGTON ) :v • SS • CORPORATE ACKNOWLEDGMENT cCV COUNTY OF ) On this day o .I9 ,before me,the undersigned,personally appeared CID and to me known to be the • and ,respectively.of CITIC_ORP REAL ESTATE INC. the corporation that executed the foregoing instrument. and acknowledged the said instrument to be the free- voluntary act and deed of said corporation,for the uses and purposes therein mentioned,and an oath stated that _authorized to execute the said instrument and that the scat affixed is the corporate seal of said cor tion. Witness ray hand and official seal hereto affixed the day and year first a • written. • Notary Public in and for the State of Was on, residing at _ MY COMMISSION EXPIRES STATE OF WAISHINGTON 1 COUNTY OF Y.f j.�Jt� SS CORPORATE ACKNOWLEDGMENT ) On this 114" day ('ehi•of u d.f �j 19 before me.the undersigned,personall s nrcd 111r1t1 ,o.(r, kc • and ) PP_ to me known to ite the _ ti/61(0.1d. and ,oltiLli MITI of NORTHWEST BUILDING CORPORATION the corporation that executed the foregoing instrument. and acknowledged the said instrument to he the Ace and voluntary act and deed of said corporation,for the uses and • purposes therein mentioned•and an oath stated thal IIP )4 authorized to execute the said instrument and that the seal affixed is the corporate scat of said corporation. Witness my hand and official scat hereto affixed the daiand year first above written. st E' r,V1i Notar'Pbblic irt'a:sd for the State of Washington, ,�.�,` 'o residing/at JI'`C:(.1' I c nr n• MY COMMISSION EXPIRES ./t 2 O r gr1 "C •.:s • )ems : •• -1C i 7 � i • • ORIGINAL • • • • STATE OF WASHINGTON ) ss. COUNTY OF . ) D. On this I`(-0 day of Feif i al J , 19• 8 u , p before me, the undersigned, a Notary Public in and for the State r-1 of Washington, duly•commissioned and sworn, personally appeared N I.arri1_W• (o l"-, and - eCD n to me knooin to be the Inc ince I;i i TE(rti and Crt rocpcotively, of GO the corporation that executed NORTHWEST EwithinoandING cforeg foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that they were authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation, and on oath further stated that said corporation is the general partner of RENTON SHOPPING.CENTER ASSOCIATES LIMITED PARTNERSHIP, a limited partnership, and that said corporation was authorized to execute the said instrument on behalf of said partnership and that said instrument was the free and voluntary act and deed of said partnership for the uses and purposes therein mentioned. WITNESS my hand and official seal'hereto affixed the day and year in this certificate above written. PP e -, o:-oR � SK:, '`Y�- r NOTARY PUBLIC in and for the State <c,Pa ..1; `_ _•. of Washington, residing at i=,U1 ,( c.�'•" Pie'-'c1. My commission expires f..,, . e4.1 .:.: 104 i i :A ORIGINAL EXHIBIT "A" NORTHWEST BUILDING CORPORATION, a Washington Corporation, and RENTON SHOPPING CENTER ASSSOCIATES LIMITED PARTNERSHIP, a Washington limited partnership, together doing business as RENTON SHOPPHING CENTER ASSOCIATES, a joint venture; CITICORP REAL ESTATE, INC., a Delaware Corporation, as beneficiary to a Deed of Trust. 4 JO ^' 0) • (O 0 • 1 y • NORTHWEST BUILDING CORPORATION Page 1 of 4 • R-2613 8901123 235-71 EXHIBIT "B•' • • PARCEL A That portion of Henry H. Tobin Donation Land Claim No. 37, and of Government Lot 13 in Section 18, Township 23 North, Range 5 East, W.M,, and of Tracts 1, 2, and 4 of Supplemental Map of Renton Shore Lands described as follows: Beginning at the intersection of the Westerly production of the center line of Third Avenue, ir. the City of Renton, with center • line of Primary State Highway No. 5, which point is also described by the coordinates x equals 1,658,127.77, and y equals 178,126.72 according to the Lambert Plane Protection for [he State of Washink►.on, 121 North Zone, the meridian of which projection is used herein; thence South 88'40'50" East, along the center line of said Third Avenue CD 234.05 feet to an intersection with the center line of County Road No. 80 (ALSO KNOWN AS Third Avenue Extension) deeded to King County N under Recording No. 813638; M thence South 77'25'10" West along the center line of said County Road No. 80, 413.28 feet; OD Go thence South 12'34'50" East, at right angles to said center line of County Road No. B0, 30.00 feet to a point on the Southerly margin of said County Road No. 80 and the tr::c point o° b: i ning; continuing thence South 12'34'50" East 15.9.49 fait to Lin intersection with a line which is parallel to and 191.22 feet Westerly of, measured at right angles, the Westerly margin of said Primary State Highway No. S thence South 19'57'20" East, along said parallel line, 243.67 feet; thence South 59'31'38" West, at right angles to the city of Seattle power transmission line easement recorded under Recording No. 3664559 and 3429774, 805.04 feet to the Easterly line of Tract 4 of State Washington Cor=issioner of Public Lands Supplemental Hap of Renton Shore Lands; thence continuing South 59'31'38" West 10 feet, more or.less, to the Westerly line of Tract 4 of Supplemental Map of Renton Shore .Lands; thence Northerly along said Westerly line to the most Northerly corner of said Tract 4, and which corner also lies on the Easterly margin of a street 60 feet in width as platted in said Supplemental Hap of Renton Shore Lands; thence Northerly along said Easterly margin of said street, being an arc of a curve, the center of which bears North 67'53'38" East, 329.84 feet, an arc distance of 70.52 feet to the most Southerly corner of Tract 2 of said Supplemental Map of Renton Shore Lands; thence Northerly along the Westerly line of Tract 2 of said Renton Shore Lands •272.47 feet, more or less, to the most Southerly point of a strip of land deeded to the City of Renton by deed recorded under Recording No. 52087931 thence Northeasterly along the Southeasterly line of said strip following a curve to the right, the radial center of which bears South 52 31'32" East 329.84 feet, an arc distance of 206•.14 feet to a point of reverse curve; • thence Northerly along an arc of a curve, ,the center of which bears North 16'43'07" West, 100.00 feet, an arc distance of 145.30 feet to a point of tangency; 1loolarH i • UORTH esT EUILOI C CORPORATION) page 2 of 4 R-2613 KJ°AO001 ORIGINA, i 235-71 EXHIBIT '0•• thence North 9,'58'2?" West, to the Southerly line of Primary State Highway No. 2; . thence Northeasterly and Easterly along said Southerly line to a Point which bears North 77'25'10 ' East from the true, point of beginning; thence: South 77'25'10" West to the true point of beginning; EXCEPT that portion lying within strip of land conveyed to City of Renton for Third Avenue by deed recorded under Recording No. 5208793; Situate in the City of Renton, County of King, State of Washington. PARCEL B: That portion of Henry H. Tobin Donation Land Claim No. 37 and of 0 Government Lots 13 and 16 in Section 18, Township 23 North, Range s' 5 East, W.M. , described as follows: CD Beginning at the intersection of the Westerly production of the center NI line of Third Avenue, in the City of Renton, with the center line of C' Primary State Highway No. 5, which Point is also described by the CD coordinates x equals 1,658,127,77 and y equals 178,126.72 according 0 0 to the Lambert Plane projection for the State of Washington, North Zone, the meridian of which projection is used herein; thence South 88'40'50" East, along the center line of said Third Avenue 234.05 feet to an intersection with the center line of County Road No. 80 (ALSO KNOWN AS Third Avenue Extension), deeded to King County under Recording No. 8136B3; thence South 77'25'10" West along the center line of.. said County Road No. 80, 413.28 feet; thence South 12'34'50" East, at right angles to said center line County Road No. 80, 229.49 feet to an intersection with a line which is parallel to and 191.22 feet Westerly of, measured at right angles, the Westerly margin of said Primary State Highway No. 5; thence South 19'57'20" East, along. said parallel line 526.25 feet to the true point of beginning; ' continuing thence South 19. 57'20" East, .398.55 feet; thence North 70'02'40" East at right angles to said Primary State Highway No. 5, a distance of 191.22 feet to the Westerly margin of said Primary State Highway No. 5; thence South 19'57'20 ' East, along said Westerly margin, 163.12 feet to the Northerly line of a tract of land deeded to Chicago, Milwaukee and St. Paul Railway Company by deed recorded under Recording No. . 2354680; thence North 83'24'59" Wost, alofig said Northerly line 921.24 feet: thence North 59'31'38" East, at right angles to the City of Seattle power transmission line easement recorded under Recording Nor... 3664559 and 3429774, 162.58 feet; thence North 30'28'22" West, parallel to said power line easement, 32.00 feet; thence North 59'31'38" East. 487.14 feet to the true point of beginning; EXCEPT portion thereof conveyed to the State of Washington for widening 'of said Primary State Highway No. 5 by deed recorder'. under Recording No. 5109066; Situate in the City of Renton, County of King, State of Washington. 4 y . 'NORTHWEST BUILDING conpoRATION Page 3 of 4 M R-2G138801123 KJ-ACM 235-71 EXHIBIT "B" PARCEL C: That portion of Henry H. Tobin Donation Land Clain No. 37 and of Government Lots 13 and 16 in Section 18. Township 23 North, Range 5 East, W.H„ described as follows: Beginning at the intersection of the Westerly production of the center line of Third Avenue, in the City of Renton, with the censer line of Primary State Highway No. 5. which point is also described by the coordinates x equals 1,658,127.77 and y equals 178,126.72 according to the Lambert Plane Projection for the State of Washington. North Zone, the meridian of which projection is used herein Nthence South 88'40'50" East, along the center line of said Third d' Avenue 234.05 feet to an intersection with the center line of County O Road Ho. 80 (ALSO KNOWN AS Third Avenue Extension) deeded to King 1-4 County under Recording No. 813683; N thence South 77'25'10" West along the center line of said County G Road No. 80, 413.28 feet; go thence South 12'34'50" East, at right angles to said center line of CO County Road No. 80•, 229.49 feet to an intersection with a line which is parallel to and 191.22 feet Westerly of, measured at right angles , the Westerly margin of said Primary State Highway No. 5; thence South 19'57'20" East, along said parallel line, 243.67 feet to the true point of beginning; continuing thence South 19'57 20" East, 282.58 feet; thence South 59'31'28" West at right angles to the City of Seattle power transmission line easement, recorded under Recording Nos. 3664559 and 3429774. 487.14 feet; thence South 30'28'22" East, parallel to raid power line easement. 32.00 feet; thence South 59'31'38" West, 162.58 feet to the Northerly line of a tract of land deeded to Chicago, Milwaukee and St. Paul Railway Company by deed recorded under Auditor's File No. 3254680; thence North 83'24'59" West along said Northerly line, 139.95 feet to an angle point in the Easterly line of Tract 4 of State of Washington Commissioner of Public Lands Supplemental Map of Renton Shore Lands; thence North 30'02'37" West along the Easterly line of said Tract 4, 163.33 feet to an angle point in said Easterly line; thence North 24'18'58" West. along the Easterly line of said Tract 4, 62.53 feet; thence North 59'31'38" East 805.04 feet to the true point of beginning; TOGETHER WITH that portion of Tract 4 off Supplemental map of Renton Shore Lands adjoining and lying between the Westerly production of the Southerly and Northwesterly lines of said premises; Situate in the City of Renton, County of King, State of Washington. . NORTHWEST BUILDING CORPORATION Page 4 of 4 R-2613 B801123 ORIGINAL. KJ-AC001 235-71 EXHIBIT "B" PARCEL D: ALL those portions of Covernment Lots 13 and 16 in Section 18, Township 23 North, Range 5 East, W.H. ; AND of Tract 4 of Supplemental map of Renton Shore Lands, lying Northerly of the Northerly boundary line of the right-of-way of the Pacific Coast Railroad Company, lying Westerly of the West line of Shattuck Street of Smithers Fifth Addition to the Town of Renton, according to the plat recorded in Volume 16 of Plats, on page 33, in King County, Washington, and Southerly of a line, described as follows : • beginning at a point in the West line of Shattuck Street in said ,„, beginning Smithers 'Fifth Addition to the Town of Renton, distant 25 feet Northerly ,.measured at right angles, from the Northerly boundary line of the right- of-way of the Pacific Coast Railroad Company and running r4 thence Westerly parallel to said boundary line, a distance of 425.00 02 feet; pthence Westerly along a straight line, a distance of 710 feet, more or co less, to a point in the West line of said Government Lot 16, distant Q1 265 feet Northerly, measured along said West line from the Northerly boundary of said right-of-way; thence continuing Westerly along last mentioned course, a distance of 415 feet, more or less,' to the Westerly line of said Tract 4; EXCEPT that portion thereof lying East of the Westerly line of State Highway No. 5; Situate in the City of Renton, County of King, State of Washington. II if • W-812 Renton Shopping Center UTILITIES ,7I EASEMENT • THIS INSTRUMENT, made this / ay of �g.,t,� J 19 89 , by and between __ and NORTHWEST ;iUILOIN:; CORPORATION and • • and and ; GO al hereinafter called "Grantor(s)", and the CITY OF RENTON, a Municipal Corporation of King 44 County, Washington, hereinafter called "Grantee". 'a' WITNESSETH: ESThat said Grantor(s), for and in consideration..of the sum of $ 1.00 en (One Dollar and No/100--) paid by Grantee, and other valuable consideration, do by I?) these presents, grant. bargain, sell, convey, and warrant unto the said Grantee, its ' CID successors and assigns, an casement for public utilities (including water ano sewer) with necessary appurtenances over, through, across and upon the following desr;r;bed property in King County, Washington, more particularly described as Follows: • • ti.. '• i k. . c _ B9,05,'04 H0196 D u,� - RECO F 9.00i • -.,• _- 55 • • ,V --,-: A STRIP OF LAND 15.00 FEET 1N WIDTH LYING 5.00 FEET TO THE LEFT AND 10.00 FEET TO THE RIGHT OF THE FOLLOWING DES':RIBED LINES: BEGINNING AT A POINT ON THE SOUTHWESTERLY BOUNDARY* OF THAT • CERTAIN PARCEL OF LAND SHOWN ON THE RECORD OF SURVEY FOR. NORTHWEST BUILDII•;G CORPORATION, RECORDED IN BOOK 49 0p • SURVEYS AT PAGE 278 UNDER AUDITOR'S FILE NO. 8606039020, KING COUNTY RECORDS, SAID POINT BEARING N28'02'31"W 322.73 FEET FROM THE MOST SOUTHERLY CORNER OF SAID PARCEL 'CO A POINT.• HEREINAFTER CALLED 501 FOR REFERENCE; THENCE FROM SAID POINT OF BEGINNING N58'28'40"E 1G4.69 FEET TO A POINT HEREINAFTER CALLED 523 FOR REFERENCE; ' • THENCE S3.L'46'45"E 18.20 FEET; THENCE S85'03'44"E 35.54 FEET TO A POINT HEREINAFTER CALLED 414 FOR REFERENCE; THENCE 285'0.1'44"E 0.68 FEET; • THENCE S82"422'.S4"E 163.88 FEET; THENCE S77'08'31."E 46.11 FEET TO A POINT HEREINAFTER CALLED 556 YOR REFERENCE; THENCE S77'i18'31"E 3.21 FEET TO it POINT HEREINAFTER CALLED 557 FOR REFERENCE; THENCE S77'06'31"E 36.04 FELT; THENCE N60'56'56"E 93.45 FEET; THENCE N30'30104"W 61.10 FEET TO A POINT HEREINAFTER CALLED 485 FOR REFERENCE; . THENCE H30'30'04"W 54.86 FEET TO A POINT HEREINAFTER CALLED 533 FOR REFERENCE; • THENCE N30'30'04"W 242.29 FEET TO A POINT HESCItNAFTER CALLED • 433 FOR REFERENCE; THENCE N30'30'04"W 49.11 FEET TO A POINT HEREINAFTER CALLED • 545 FOR REFERENCE.; Page 1 of 4• !LED FUR RECORD Ai.REQUEST OF I' i,�•; i;:D OFFICE OF THE C!1Y CLERK liciiilrrj tii,ryIG;NAL ti;U i. :aeMa,�'�E SO ' 11?. --, -_.-.1.'(�'_:.. c::�ty RENTIJrr,• 11'A 98055 ' .J% / • . � — ----,--r,.d= .-- • • • • • • • • • • THENCE N30'30'04"47 24.15 FEET TO A POINT HEREINAFTER CALLED 532 FOR REFERENCE; QD THENCE N30'30'04"W 50.44 FEET TO A POINT HEREINAFTER CALLED O 547 FOR REFERENCE; 14.4 THENCE N30'30'04"W 311.31 FEET TO A POINT HEREINAFTER CALLED • O 517 FOR REFERENCE; d' THENCE N30'30'04"W 84.52 FEET TO A POINT HEREINAFTER.CALLED 534 FOR REFERENCE; CDTHENCE N30'30'04"W 28.37 FEET; CD THENCE S58'59'23"W 130.43 FEET TO A POINT HEREINAFTER CALLED • m 386 FOR REFERENCE; THENCE S59'48'10"W 98.85 FEET TO A POINT HEREINAFTER CALLED 560 FOR REFERENCE; • • THENCE S59'48'10"W 27.24 FEET; • THENCE S13'03'12"W 90.66 FEET;' THENCE S31'10'54"E 16.36 FEET TO A POINT HEREINAFTF.P. CALLED 389 FOR REFERENCE; THENCE S31'10'S4"E 90.36 FEET TO A :?OINT 'HEREINAFTER CALLED 393 FOR REFERENCE; THENCE S31'10'54"E 28.72 FEET TO A POINT HEREINAFTER CALLED 395 FOR REFERENCE; THENCE S31'10'54"E 27.38 FEET; THENCE S30'19'16"E 166.30 FEET TO A POINT HERE!NA•FTER CALLED 399 FOR REFERENCE; THENCE 630'19'16"E 62.40 FEET TO A POINT HEREINAFTER CALLED 404 FOR REFERENCE,; THENCE $30'19'1C"E 144.06 FEET TO A POINT HEREINAFTER CALLED 525 FOR REFERENCE; THENCE S24'40'00"E 44.35 FEET TO A POINT HEREINAFTER CALLED 524 FOR REFERENCE; THENCE S31'26'11"E 34.48 FEET TO RETURN TO THE AFOREMENTIONED POINT CALLED 523 AND THE TERMINUS OF THIS LINE AND EASEMENT. ALSO BEGINNING AT THE POINT HERFINDEFoRE CALLED 414; THENCE FROM SAID POINT OF BEGINNING SO4'56'15"W 16.65 FEET TO • THE TERMINUS OF THIS LINE, AND CA.SF.MENT. ALSO BEGINNING AT THE POINT HEREINBEF'ORE CALLED 556; THENCE FROM SAID POINT OS 3EEGIN:;.T.NG N16'31'47"E 25.79 FEET; THENCE N24'51'50";i 24.65 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT. ALSO BEGINNING AT THE POINT HEREINSEFORE CALLED 557; THENCE S12'14'01"W 153.44 FEET TO A 901NT HEREINAFTER CALLED 482 FOR REFERENCE; THENCE 519'33'06"W 35.26 FEET TO A POINT HEREINAFTER CALLED • 567 FOR REFERENCE AND THE TERMINUS OF THIS LINE AND EASEMENT; ALSO BEGINNING AT THE POINT EEREINEEFORE CALLED 48.2; • THENCE N30'08'32"W 14.6.E FEET TO THE TERMINUS OF THIS L:NB • AND EASEMENT; Page 2 of 4 • • • • • ,..�...r..:_.�• �..,...._._...... ....._�..... ,. ,,..,,:,..��._._u. . ..�.e.._..r • • • • • • ALSO BEGINNING AT THE POINT HEREINBEFORE CALLED 485; THENCE FROM SAID POINT OF BEGINNING N59'29'56"E 13.19 FEET TO QD OD THE TERMINUS OF THIS LINE AND EASEMENT. CD ALSO BEGINNING AT THE POINT HEREINBEFORE CALLED 533; • Tr THENCE FROM SAID POINT OF BEGINNING S59'29'56"W 32.51 FEET TO • 0 THE TERMINUS OF THIS LINE AND EASEMENT; Lt ALSO BEGINNING AT THE POINT HEREINBEFORE CALLED 433; THENCE FROM SAID POINT OF BEGINNING S58'29'56"W 31.82 FEET; • • 7J THENCE N29'37'30"W 23.00 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT. ALSO BEGINNING AT THE POINT HEREINBEFORE CALLED 545; • THENCE FROM SAID POINT OF BEGINNING S59'29'56"W 16.32 FEET TO A POINT FROM WHICH THE SIDELINES OF SAID STRIP LIE 5.00 FEET TO THE LEFT AND 24.00 FEET TO THE RIGHT OF SAID LINE; • THENCE S59'29'56"W 42.96 FEET TO THE TERMINUS OF THIS LINE • AND EASEMENT. ALSO BEGINNING AT THE POINT HEREINBEFORE CALLED 532; THENCE FROM SAID POINT OF BEGINNING N59'04'44"E 325.54 FEET; • THENCE N09'13 '58"E 95.99 FEET; • THENCE N80'46'02"W 14.44 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT, AT A POINT ON THE NORTHERLY BOUNDARY OF SAID PARCEL. ALSO BEGINNING AT THE POINT HEREINBEFORE CALLED 534; THENCE FROM SAID POINT OF BEGINNING N58'58'25"E 105.71 FEET; THENCE N47'35'05"E 200.69 FEET; THENCE NO2'41'58"W 59.66 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT, AT A POINT ON THE NORTHERLY BOUNDARY OF SAID PARCEL. ALSO BEGINNING AT THE POINT HEREINBEFORE CALLED 517; THENCE FROM SAID POINT OF BEGINNING N59'29'56"E 13.24 FEET TO • THE TERMINUS OF THIS LINE AND EASEMENT. ALSO BEGINNING AT THE POINT HEREINBEFORE CALLED 386; • THENCE FROM SAID POINT OF BEGINNING N28'19'S3"W 53.10 FEET TO • • • THE TERMINUS OF THIS LINE AND EAS'::Mt NT. • • ALSO BEGINNING AT THE POINT HEREINBEFORE CALLED 560; THENCE FROM SAID POINT OF BEGINNING N28'20'26"W 62.43 FEET TO A POINT HEREINAFTER CALLED 5E1 FOR REFERENCE; ' THENCE N28'20'26"W 9.93 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT AT A POINT ON THE NORTHERLY BOUNDARY OF SAID PARCEL. ALSO BEGINNING AT THE POINT HEREINBEFORE CALLED 561; THENCE FROM SAID POINT OF BEGINNING S61'39'34"W 25.36 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT AT A POINT ON THE NORTHERLY BOUNDARY OF SAID PARCEL. • II� Page 3 of 4 71- D- E9-,d • 2 • • • • ALSO BEGINNING AT THE POINT HEREINBEFORE CALLED 389; THENCE FROM SAID POINT OF BEGINNING S58'49'06"W 12.55 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT. OALSO BEGINNING AT THE POINT HEREINBEFORE CALLED 393; d' THENCE FROM SAID POINT OF BEGINNING S58'49'06"W 14.38 FEET TO CDTHE TERMINUS OF THIS LINE AND EASEMENT. N CDALSO BEGINNING AT THE POINT HEREINBEFORE CALLED 395;CITHENCE FROM SAID POINT OF BEGINNING N58'49'06"E 18.00 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT. ALSO BEGINNING AT THE POINT HEREINBEFORE CALLED 399; THENCE FROM SAID POINT OF BEGINNING S59'4O'44"W 33.21 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT. ALSO BEGINNING AT THE POINT HEREINBEFORE CALLED 404; THENCE FROM SAID POINT OF BEGINNING N59'40'44"E 17.10 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT. • ALSO BEGINNING AT THE POINT HEREINABOVE CALLED 525; THENCE FROM SAID POINT OF BEGINNING N59'40'44"E 11.74 FEET; THENCE N30'19'16"W 15.44 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT. • ALSO BEGINNING AT THE POINT HEREINBEFORE CALLED 524; THENCE FROM SAID POINT OF BEGINNING N54'23'55"E 18.45 FEET TO THE TERMINUS OF THIS LINE AND EASEMENT . THE SIDELINES OF THESE EASEMENTS ARE TO BE EXTENDED OR • • FORESHORTENED AT THEIR TERMINI, IF NEEDED, TO BECOME CONTIGUOUS WITH THE BOUNDARIES OF SAID PARCEL, OR WITH THE BUILDING LINES, WHERE APPLICABLE. • ALSO AN EASEMENT MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT HEREINBEFORE CALLED 567; THENCE FROM SAID POINT OF BEGINNING N77'11'00"E 12.08 FEET; THENCE S12'49'00"E 23.64 FEET TO THE NORTHERLY FACE OP AN EXISTING BUILDING; THENCE ALONG SAID BUILDING FACE S77'11'00"W 28.36 FEET; THENCE N12'49100"W 29.00 FEET; THENCE N77'11'00"E 7.8J FEET; THENCE S70'26'54"E 10.00 FEET TO THE POINT OF BEGINNING. THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS THE RECORD CF SURVEY FOR NORTHWEST BUILDING CORPORATION, RECORDED ItN BOOK. 49 OF SURVEYS ON PAGE 278 UNDER AUDITOR'S FILE NO. 8606039020. • • • • •fig. ANOF"Ptr • Page 4 of 4 ~ x • • • • • • • Said here tofore urenti ored grantee, its successors or ass i gns, shal l • • • have the right, without prior notice Jr proceeding at law, at such times as may be necessary to enter upon said above described property for the purpose ' of constructing, maintaining, repairing. altering or reconstructing said • utility, or raking any co:hnecties therewith, without incurring any legal • obligations or 1cabiilicy therefore, provided, that such eoestruction, main- taining, repairing, a'ter'ing er reconstruction of such uti ity shall be accomplished in such a manner that the Rrtvate ilhprovements existing in the right • right(s)-of-way shall not be disturbed . or damaged, or in the event they are • disturbed or damaged, they dill be replaced in as good a condition as they were inumdiately before the property was entered upon by the Grantee. Cd The Grantor shall fully use and enjoy the aboredescribed premises, • rQ . including the right to retain the right cc use the surface of said right-of-way if such use does not interfere with installation and.lnaintenance of the utility • 414 line. However, the gral,tor shall not erect buildings or structures over, under or across the •right-of-way during the existence of such utility. • © This easement, shall be a covenant running with the land end shall be bind- . Grj ing on the Grantor, his successors, heirs and assigns. Grentors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreenhen t. NOR S BUILDING CORPORATION• 81;1-- /n J.• \ /i,�frG- '/ and �- J es J. Doaa, _t. - --" �\ • ecutive Vice President and CORPOR.ATE FO:lt.l: STATE OF WASHINGTON ) i • 55 • COUNTY OF KING On this day of a ei-i lnyy before me, the undersigned, a Rotary Public in liner-ter the State OF•,_a ton_ , duly conmissiuued and sworn personally appeared3a,n.s .i, Vaud, Jr. and to me known to he the Executive vice rresideiad . h•etve:-t•14411y.,... ofNorthwest 8aildi.nc ,.:arC.oraCion the corporation that executed the fore- going instrument, and acknowledged the said instr'u,n.,nt to be the free nod voluntary act and deed of•said corporation, for the uses Anil purp,D cs therein nhr:ctioned, and on oath Stated that hp was tJU,oriaud to execute the said h,hstruhrcnt,,'. d :Kati i v 5rer^�f�irc2 is t!:c-- Grpfrrdtr_ Seal of ic.-Fd--eewve+:..uti • WIThE:S my hand and official seal hereto affixed the day and year in this :ertifiedte a.`.ovr_ written. • • tla.d.'9 F ubuiC Ih ano for EheiStutp 'c(• � � _' residing aC� .J •• - l �J !tY corcai sc':on ,expir=s : % 4r / o • • 1 • '•'st CAC-92-lot « >�Vtwm r Renton Munidpa)B,jj4 8 tthe City Clair j 100 Mg/Avcnm SOW% 8 ,ton WA 98053_ AGREEMENT m .rj • THIS AGREEMENT is between the City of Renton,a municipal corporation, (the"City"),and Renton Shopping Center Associates,a joint venture,("Applicant") :''t x and is dated��c ,5_ /9f1' , " g `ti Recitals . • A. Applicant is the owner of the Renton Center,a shopping center i t.'•a; located within the boundary of the City of Renton. s 1:— B. Applicant has applied to the City for a permit to demolish an o it ' unoccupied 25,000 square foot structure known as Building Fwhich buildingis .. . o i , located within the Renton Center and along its south boundary adjacent to Hardie s !` , CD Avenue. Attached as Exhibit A is a legal description of a portion of Renton Center ON h` r a•• on which Building F is situated. w S; 3 u p � C. The City's Environmental Review Committee has issued a •j\. o I O W j determination of non-significance,but has conditioned that determination upon two i ." i r x I-- : conditions,one of which is an agreement with the City to mitigate the land use :'.o impact arising from the existence of a vacant,unimproved site. s .t D. The purpose of this Agreement is to satisfy that condition, 11 W = 5o { Agreement In consideration of the City issuing a determination of non-significance o ' and in consideration of the City granting a permit to demolish Building F,the c tr. Applicant or its assigns agree as follows: 4 i; 1. Within a period of twelve(12)months from the issuance of the fl �. demolition permit,Applicant agrees,with regard to the vacant unimproved site that '•t i :i Will result from the demolition of Building F("Site"),to make application to do one t • • fL. 939\agr-rent 535\agr•rent a " to -• . • . • • • • • r • • • • • • • •— — ....— s STATE OF WASHINGTON 1 COUNTY OF KING ) ss. • • • I certify that I know or have satisfactory evidence that James J.Doud,Jr.is • the person who appeared before me,and said person acknowledged that he signed this instrument,on oath stated that he was authorized to execute the instrument and •' ' acknowledged it as the President of Northwest Building Corporation which is the • %� • joint venture partner of Renton Shopping Center Associates to be the free and voluntary act of such party for the uses and purposes stated therein. . Dated Jo i-4JLL, 0781 i9p..x. ., • • = too 7ungt MY appointment expires �� a �fL • LV a,0C0 , c 4 1 r- C' • t0 t10 TA$y r ii Is °F YI A�H�� ti! `o r i; J • - ~“J • C -F_ 1 - 4 . O 1 01- f 7 JO i. =N -- . S _t- • - • i J 1 9I9\apr-rent 3 . 0 I • • .a."..m.13oal. • EXHIBIT A --- LEGAL DESCRIPTION • PARCEL D: ALL those portions of Covernmenc Lots 13 and 16 In Section 18. ; Township 23 North. Range 5 Eust, W.H.; j' AND of Tract 4 of Supplemental map of Renton SI.ore Lands, lying s Ck ; f: m Northerly of the• Northerly boundary line of the right-of-way of the Pacific Coast Railroad Company, lying Westerly of the West line of Shattuck Streec.of Smichers Fifth Addition co the Town of Penton, �' according to the plat recorded i.n Volume 16 of Plots, on.page )]. in ti V. dKing County. Washington, and Southerly of a line, described as follows: i �' ' Beginning at a point in the West line of Shattuck Street in said Sithere Fifth Addition to the Town of Renton, distant 25 feet Norch:•rl•y measured at right angles, from the Northerly boundary line of the right- ;I of-way of the Pacific Coast. Railroad Company and running .-• thence Westerly parallel co acid boundary line, a distance of 425.00 : i3; feet: !, t thence Westerly along a straight line, a distance of 710 feet, more or 11 �.. . less. co a point in the West line of said Government Lot 16. distant !. Ij 265 feet Northerly, measured along said West line from the Northerly boundary of said right-of-way; ! % ., m • thence continuing Westerly along last mentioned course. a distance of i , 415 feet. more or less, co the Westerly line of said Tract 4; . EXCEPT chat portion thereof lying East of the Westerly line of State i • CN Highway No. 5; : ' , _ _II— O Situate in the City of Penton. County of Xing. State of Washington. : i �a L..: 73 I J U • Jo I O ' N 0` I i. o i is f. —Q 0 • W 7 F- • I ~ W 7 • j . . J cm =N -1 y _ 0 __ 0 1 • • MEN RECORDED RETURN TO: Office a1 the City tictk • Renton MunldpalBuilding SA-038-92 200 MS Avenue South '' Renton,WA 9305S .. i DECLARATION OF COVENANTS AND RESTRICTIONS Xi - 1 • RENTON SHOPPING CENTER ASSOCIATES, a Joint Venture, (the "Owner") is the owner of certain real property located in •'' the City of Renton, Washington, legally described on Exhibit A ,1 (the "Property") . The Property contains properties commonly - known as Tax Parcel f 146 (the "Servient Estate") and the adjoining parcels, Tax Parcels f 170 and f 198 (the "Dominant j '4 Estate") . The Dominant and Servient Estates are legally - • { described as Parcel "E" on Exhibit A and further depicted on J •• Exhibit B. %hrs Ur c/ei•�tior, c.r— Ce,.•e',)Qi, $ and Re s -r'ie.,7%it5 C'%J«/arca. ) /:, rr7ade: Qs, �f t/,e. /rf/i clay .oESff/4..,G,.r.,.ggZ 6y rhe_ Ci.,nr 1 •41, The Owner desires. to facilitate and maintain safe, x. - efficient access both to and through the Servient and Dominant • •j Estates by ensuring the reservation of an easement over a portion _ . of the Servient Estate for the purpose of ingress to.and egress g ,•' • from the Dominant Estate onto Rainier Avenue South. •,4. - THEREFORE, the Owner hereby declares that the Property ' shall be subject to the following covenants and restrictions: W Cl ` u CD 1. Reservation of Easement. In the event that the � ';'!�J' a-o \ _ owner transfers to a third party, either the Dominant Estate or :, ,m (0the Servient Estate, or any portion thereof, such transfer shall L i —' be subject to the reservation of a permanent easement and right- :.;,'( • d p i IN of-way for the benefit of the Dominant Estate, over, across, in, • =o r ' and upon a portion of the Servient Estate for the purpose of t —,. ingress to and egress from the Dominant Estate onto Rainier • 't- • Avenue South. =0 2. puration of Easement. The easement and right-of- - ^,, way declared herein shall be perpetual in duration. •• =r ; 3. Successors and Assigns. The covenants contained '. • herein shall run with the land and shall inure to the benefit of ,u, and be binding upon the successors and assigns of the owner, ,N including without limitation, all subsequent owners of the __ • Servient Estate and all persons claiming through or under them. 4. Enforcement. The undersigned Owner, its heirs and assigns, or any transferee of the Dominant or Servient Estates, - shall have the right to enforce compliance with the covenants and - restrictions contained herein by injunction or otherwise and to recover its reasonable costs, including attorney's fees and costs • • of such enforcement. • • • e..\eo•v.nt\bc.ca. 1 I • , . I_ J ....._.. .:._.._..._._."e- .. i , 1 - o 0 - • i • 1 IN WITNESS WHEREOF the Owner has executed this Easement • as of the year and day first written above. I ) OWNER: 9 RENTON SHOPPING CENTER i , ASSOCIATES, a Joint Venture ` , By: Northwest Building Corporation, 1 a general partner i / :1 Ja es J. Do d, Jr.,i .1 P esident •i ;!i �W▪ • STATE OF WASHINGTON ) yy'- ) ) SS. IY RJ i 0 • C'') COUNTY OF KING ) rr �~ • 1 'Q on this /7 day of September, 1992, before me, a Notary '1 ' ,� • O Public in and for the State of Washington, duly commissioned and :_� —:0 sworn, personally appeared James J. Doud, Jr. to me known to be 1 -r 0 the President of Northwest Building Corporation, a general : partner of RENTON SHOPPING CENTER ASSOCIATES, a Joint Venture, =a named in and which executed the within and foregoing instrument; f :c and James J. Doud, Jr. acknowledged to me that he signed the same 'W as the free and voluntary act and deed of said corporation for ' 1r.. . the uses and purposes therein mentioned, and on oath stated that • -0 he was authorized so to do and that the corporate seal affixed ~;' thereto, if any, is the seal of said corporation. W )m! I IN WITNESS WHEREOF I have hereunto set my hand and _- affixed my official seal the day and year first. above written. • . • 1 ry�t SoN' U'QQa�..� �G r>�> i�U r — 't ) �: � '1P Notary P�bllc in Eno:' f!x the :o tpTARy State of Washington. , # Hy Appointment Expires: qllul% 1 Op WA a..\-..I,.....v. en. 2 la L ' EXHIBIT A LEGAL DESCRIPTION RENTOH SROPPTNO CENTER •, ••� PARCEL As That portion of Henry H. Tobin Donation Land Claim No. 37, and of Government Lot 13 ,- in Soction 18, Township 23 North, Range 5 Seat, H.H., and Traces 1, 2, and 4 of Supplemental Hap of Renton Shore Lando described as followo: • Beginning at the interaactlon of the Wootarly production of the center lino of Third Avenue, in the City of Renton, with cantor lino of Primacy State Highway No. 5, which point is aloo described by the coordinated x equate 1,658,127.77 and y equals j • 173,126.72 according to the Lambert Plano Projection for the State of Washington, l North Zone, the meridian of which projection Ia used herein; S . thence south 88'40'50" Eaat, along the centor line of eaLd Third Avenue 234.05 feet i to an Lnteroeccion with the cantor Lino of County Road No. 80 (ALSO KNOWN AS Third ; Avenue Extension) deeded to King County under Recording No. 813638; thence South 77'25'10" West along the canter line of said County Road No. 80, 413.28 feet; •' thence south 12.35'S0" Eaot, at right anglee to paid cantor Lino of County Road No. SO, 30.00 feet to a point on the Southerly margin of said County Road No. 6O and the true point of beginning; continuing thence South 12.34.50' Loot 199.49 feet to an interoection with a line which to parallel to and 191.22 foot Woaterly of, measured at right angLeo, the Westerly margin of said Primary State Highway No. 5; thence South 19.57'20" East, along said parallel line, 243.67 feet; a 1thence South 59'31'38" Hest, at right anglaa to the City of Seattle power tranamicalan line eaeement recorded undor Recording No. 3664559 and 3429774, 805.04 feet to the Easterly lino of Tract 4 of State Waehington CommLaaionor of Public Lando Supplemental Map of Renton Shore Lando; o CD thence continuing South 59°31'38" Went 10 feet, more or l000, to the ;ootorly line t CV of Tract 4 of Supplemental Map of Renton Shore Lands; jthence Northerly along said Weaterly lire to the moat Northerly corner of said Tract and which corner also lice an the Easterly margin of a otreot 60 feel in width ao platted in said Supplemont Hap of Renton Shore Lando; d thence ttortharly along said Eaoeorly margin of °aid otroet, being an arc of a curve, N • the canter of which bears North 67°53'38" Lane, 329.84 feet, an arc diacance of J` S 70.52 feet to the moot Southerly corner of Tract 2 of said Supplemental Hap of a= Renton Shore Lando; a> thence Northerly along the Weatorly line ob.Tract 2 of said Renton Shore Londe tt u e 272.47 feet, morn or lens, to the moot sauthorly•point of a aerip of land deeded to a the City of Renton by deed recorded under Recording No. 5208793; "= thence Hortheaeterly along the Southeasterly lino of paid aerip following a curve to the right, the radial center of which beano South 52°31'32^ Eaat 329.84 feet, an arc o diatanca of 206.14 feet to a'point of roverne curve; athence Northerly :long an arc of a curve, the confer of which bears north 16°43.07- went, 100.00 toot, an arc distance of 145.30 foot to a point of tangency; -= thence North 9.58'22" Heat, to the Southerly lino of Primary State Highway No. 2; =v thence Northeaoterly and Eaotorly along oald Southerly line to a point which bears "w :forth 77.25'10" Eaat from the truo point of beginning; -) thence South 77.25.10' Hoot to the true point of beginning; -0, EXCEPT that portion lying within strip of land convoyed to city of Renton for Third �'— Avenue by deed recorded under Recording No. 5208793; a tJ a D• J0 Situate in the City of Ronton, County of Ring, State of Washington. r PARCEL B, That portion of Henry H. Tobin Donation Land Claim Ho. 37, and of Government Lot 13 s and 16 in Section 18, Townuhlp 23 North, Range 5 Eaot, H.H., described as follower Beginning at the interoemtion of the Westerly production of the center line of Third • Avenue, in the City of Renton, with center lino of Primary state Highway tto. 5,which point is also described by the coordinated x equals 1,658,127.77 and y aqualo �,-.3,1:5.72 according to the Lambert Plane Projection far the State of Wauhington, :north =one, the meridian of which projection is used herein; ':;At thence South 83'40'50• Earn, along the center line of paid Third Avenue 234.05 feet r. to an intersection with the center line of County Road No. 60 (ALSO KNOWN AS Third iP Avenue 'cxter,aicr.) deeded to King County under Recording No. 613636; thence South • 1 r—s -. e - . 77.25'10" Heat along the center line of acid County Road Ho. B0. 413.28 feat; thence South 12'34'50" East, at right angina to paid cantor lino of county Road no. 80, 229.49 feet to an intersection with a line which Le parallel to and 191.22 feat Wcatcrly of, measured at right angles, the Heaterly margin of said Primary State Highway No. 5; thence South 19.57'20" fact. along said parallel lino 526.25 feet to the true point of beginning; ^2E continuing thence South 19'57.20" Eaat, 398.55,feat; thence North 70.02'40' East at right angina to said Primary State Highway no. 5, a diotanco of 191.22 feet to the Woecarly margin of said Primary State Highway Ho. 5; thence South 19.57'20' East along paid Westerly margin, 163.12 feet to the Northerly line of a tract of land doodad to Chicago, Hilwaukao and St. Paul Railway Company by si deed recorded under Recording No. 2354680; thence north 83.24'59" Weat, along paid Northerly line 921.24 feet; thonco North 59'31'38" East, at right angles to the City of Seattle power 4 tranamieoLon lino easement recorded under Rocording nos. 3664559 and 3429774, 162.58 .� feet; thence North 30°28'22" Heat, parallel to acid power Lino aaaomont, 32.00 foet; .t thence north 59'31'38" East, 487.14 feet to the true point of beginning; 5 • • EXCEPT portion thereof conveyed to the State of Haohington for widening of °aid y Primary State Highway No. 5 by dead recorded under Recording No. 5109066; Situate in the City of Renton, County of King, State of Washington. PARCEL C: 1 ' That portion of Henry H. Tobin Donation Land Claim No. 37 and of Government Lota 13 -� i and 16 in Section 18, Township 23 North, Range 5 Eaat, W.N., daacribod as follows, J Beginning at the intersection of the Westerly production of the center line of Third • Avenue, Ln the City of Renton, with center lino of Primary State Highway No. 5, i which point La also described by the coordinates x equal° 1,658,127.77 and y equals a I Q 178,126.72 according to the Lambert Plane Projection for the State of Washington, eco tlorth Zone, the meridian of which projection in used heroin; thence South 88'40'50" Eaat, along the center lino of caid Third Avenue 234.05 feet to an intcracction with the canter line of County Road no. 80 (ALSO KNOWN AS Third _ Avenue Extennion) deeded to Xing County under Recording no. 813638; • • thence south 77'25'10" West along the cantor line of said County Road no. 80, 413.28 3 • N foot; JI- S thonco South 12.34'50" East, at right angloa to °aid center lino o' County Road No. a2 80, 229.49 form to an intersection with a line which is parallel to and 191.22 feet weatoriy of, measured at right angels, the Pcaterly margin of said Primary State a O Highway No. 5; 0 a w thence South 19.57'20" Scot, along said parallel line 243.67 feet to the true point = of beginning; J I- continuing thence South 19°57'20" Eaat, 282.59 feet; o thence South 59'31'38" Meet at right angles to the City of Seattle power a- tranemi°oion line easement, recorded under Recording Non. 3664559 and 3429774, . 487.14 feet; -j thence South 30'28.22" Eaat, parallel to said power lino eaoomont, 32.00 feet; v • thence South 59°31'38" Weat, 162.58 foot to the Northerly lino of a tract of land w dacded to Chicago, Milwaukee and St. Paul Railway Company by dried recorded under -1-- • Auditor'a File No. 3254680; o thonco North 03•24.59' Went along paid Northerly lino, 139.95 feet to an angle point ,' in the Easterly line of Tract 4 of State of Hashington Commic°ioner of Public Lando 2�. Supplcmantal Nap of Renton Shore Lando; thence North 30°02'37" Neat along the Easterly lino of said Tract 4, 163.33 foot to an angle point in said Ecatorly Line; 2F., thence North 24'18'58" Haat, along the Easterly lino of said Tract 4, 62.51 feet;thence North 59'31'38" East 805.04 font to the true point of beginning; J a . TOGETHER WITH that portion of Tract 4 of Supplsmantal Hap of Renton Shore Lando - adjoining and Lying between the Westerly production of the Southerly and 4 Northwesterly line° of said premi°ea; a' • Situate in the City of Renton, County of Ring, State of Washington. L.Y''. PARCEL Dr • i.', ALL those portion° of Government Lots 13 and 16 in Section 18, Tounehip 23 North, .e., Range 5 Eaet, H.H.; �'% ,'i.'. .: _,. «#! ,one*1!!�_ '0 r i • • .. e • • • • • AND of Tract 4 of Supplomental Hap of Renton Shorn Lando, lying Northerly of the • Northerly boundary lino of the right-of-way of the Pacific Coast Railroad Company, lying Westerly of the Weot line of Shattuck Street of Smithoro Fifth Addition to the Town of Renton, according to the plat recorded Ln Volume 16 of Plata. an page 33, in Xing County, Waohington, and Southerly of a line, doocribod as foliawe: ^M Beginning at a point in the Woot lino of Shattuck Street in said Smithero Fifth Addition co the Town of Renton, dLotant 25 feet Northerly measured at right angles, from the Northerly boundary Lino of tho right-of-way of the Pacific Coast Railroad Company and running; thence Westerly parallel to said boundary lino, a distance of 425.00 feet; thence Woatorly along a otraight Lino, a diotanco of 710 foot, more or loon, to a point in the West lino of said Government Lot 16, distant 265 feet ttorthorly, measured along said Hoot lino from the Northerly boundary of said right-of-way; i thonco continuing Wootorly along last mentioned eauroo, a diotanco of 415 foot, more or loon, to the Westerly lino of paid Tract 4; EXCEPT that portion thereof lying Eaot of the Weotorly. line of State Highway No. 5; Situato in the City of Renton, County of King, State of Washington. - PARCEL El j That portion of Tobin Donation Land Claim and of Government Lot 16 in Section 18, i :ownahip 23 North, Range S Eaot, N.H., described as follows: • 4 Beginning at a point which in the intersection of the cantor linen of Third Avonuo, • y ' in the City of Renton, produced Westerly, and State Highway No. 5 running thenco South 19.56'20" East 488.18 feet; 0 thence South 77'25'10" Weot 30.25 feet to the Weetorly margin of State Highway No. 5 ' co and the true point of beginning; . I CD thence at right angle° to said Highway South 70°03.40" Weat 19;.31 foot; ' thence at right angles and parallel to said State Highway South 19°56.20. East 320 O feet; thence at right angles North 70.03'40" taut 191.3I foot to tho Westerly margin of Ci State Highway ;:o. 5; lT thence North 19'56'20" Heat along oaid Westerly margin 320 foot to the true point of beginning; • i . i EXCEPT that portion thereof condemned in King County Superior Court Cause No• 547667 s • for Primary State Highway No. 5, Black River to EarLington; 1 U • r 'o Situate in the City of Renton, County of Kirig, State of Washington. 0 .w ,I PARCEL F! !LL That portion of Tobin Donation Claim in Section 18, Township 23 North, Rango 5 East, W.H., doocribad ao follows: :-I Beginning at a point which io the intersection of the cantor lino of Third Avonuo in tor the city of Renton, produced westerly, and State Highway Ho. 5; i -�_ thanes South 19°S6'20" Eaot 388.18 feet; - -- thenco South 77°25'10" Wont 30.25 feet to the Hosterly margin of State Highway No. 5 • o and the truo point of beginning; ' if thence at right angle° to said Highway South 70'03'40" Went 150 feet; i 0' thence parallel to Wald State Highway South 19.56'20" Eaot 100 feet; IN thence North 70°03'40. East 150 foot to the Westerly margin of State Highway No. 5; _ thenco along the same, North 19'56'20" aeot 100 fact to the true point of beginning; EXCEPT all that portion of the above doocription lying Norcheaotorly of a lino drawn i paralloL with and 45 feet Southwesterly, when moaeured at right angles and/or radially, from the center lino of Primary State Highway No. 5, Black River to • Earlington. situate in the City of Renton, County of King, State of Washington. !: PARCEL 0' i • That portion of Government Lot 11 in Section 18, Tewnohlp 23 North, Range 5 East, •M a.H., and Henry H. 'robin Donation Land Claim No. 37 in the Southwest 1/4 of °aid F: . Section 18,.AND of Tract° 2 and 3 and tho street platted therein of the Comm ioeLonor • gozi • • of Public Land Supplemental Hap of Renton Shore Londe, said etroet now vacated by Ordinance No. 1849 of City of Renton. doecribod ao follawei Beginning at the moot Eaatorly corner of said Tract 3 of Renton Sicoro Lands; thence Southwaatorly along the Southorly.margin of Primary State Highway No. 2, a dietanco of 2.18 feet to the true point of beginning; thenco Easterly and Southerly along an arc of a curve to the right having a radiva T� of 33.63 feet, an arc dietanco of 106.58 feet to a point of tangency; thonco South 59.31'38" Hoot 88.92 foot to a point of curvature; thence Heotorly along an arc of a curve to the loft having a radiuo of 389.84 feet, an arc dietanco of 150.04 feet to a point on the Northwesterly margin of the street° platted in paid map of.Renton Shore Lando; thence Southwoatarly along maid Northwoatcrly margin to the North lino produced Eaatorly of the south 550.92 foot measured diagonally along the Hoeterly boundary which in the =aoterly margin of Rainier Boulevard of that portion of Government Late 11 and 14 in said Section 18 lying Eaat of Rainier Boulevard and Primary State Highway No. 2, and North of a lino running duo East from the Southoaot corner of Lot 20, Block 10, plat of Earlington, according to the plat thereof recorded in Volume 14 of Plato, on page 7, in Xing County, Naohington, thence Heat along aaLd Easterly production and along oaid North lino of said 550.92 ' feat to the Eaatorly margin of said Rainier Boulevard; thence Northerly along said Easterly margin to the Southerly margin of Primary State 1 Highway No. 2; thence Eaatorly along paid Southerly margin to the true point of boginning; i Situate in the City of Renton, County of King, State of HaohLngton. 11 . 1d � .. CO CV C) CD f O - , CV i a., I ' Noted below e~ I are the Kin 8 Count y property tax account numbers: ` �E 182305-9218-07 �� 182305-9217-08 �, go 182305-9216-09 This covers offiec'address building c 722940-0036-00 = 000720-0146-04✓ '~ ' 000720-0197-02 • o 00 0 720-0 198-0 1 •r i 182305-9034-09 'I- 000720-0209-08 • < 182305-9238-03 • 0• 182305-9157-00 • �,, 182305-9220-03 -s 182305-9219-06 r ;722940-0040-04 ' 722940-0030-06 722940-0020-08 ' c • 722940-0010-00 := 000720-0170-03'e' ..- • 000720-0150-07 . 182305-9030-04 ;cote: Tenants who pay their own property tax directly are not included. i P: IY 1 • - — .. I52•'1 \ 1•",4 ,/1 'E' - N. I•0 u,' 4h,-gi, . °; v ... �+ w ,� l9 _\ 1. so • �/ 3 ^O� \ ••v P K — E HIft Id- Al N • • ts). o I o 1/4 fNv / - ko c ?t l�� '�� •to ��:----------r. 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